番号 年号 タイトル(日本語) タイトル(英語) 雑誌名(日本語) 雑誌名(英語) 掲載誌・巻 掲載誌・号 掲載誌・頁
276 2020   Three-Dimensional Numerical Model for Seismic Analysis of Bridge Systems with Multiple Thin-Walled Partially Concrete-Filled Steel Tubular Columns   J. STRUCTURAL ENGINEERING ASCE Vol.146 Issue 1 04019164-1 - 16
275 2019 既設中空鋼製橋脚のコンクリート充填による耐震補強における水平耐力上昇の抑制方法の検討   第22回性能に基づく橋梁などの耐震設計に関するシンポジウム講演論文集       371-378
274 2019 上路式鋼トラス橋を対象とした崩壊制御設計に用いるケーブル式崩壊防止装置の有効性に関する検討   第22回性能に基づく橋梁などの耐震設計に関するシンポジウム講演論文集       313-320
273 2019 連続高架橋模型の加振実験によるT型と逆L型コンクリート充填鋼製橋脚の崩壊に至る挙動解明と解析   第22回性能に基づく橋梁などの耐震設計に関するシンポジウム講演論文集       187-194
272 2019 コンクリートと充填したSM570材による鋼製橋脚の繰り返し荷重下の終局挙動のFE解析   土木学会論文集A1   75 2 175-193
271 2019 曲げとせん断の連成が弾塑性はりモデルを用いた耐震解析に与える影響 Effects of the coupling of bending moments and shear forces on the seismic behavior of elastic-plastic beam models 構造工学論文集   65A   225-235
270 2019 ロッキング橋脚の自立化で基礎に作用する地震力軽減のための橋脚柱の浮き上がり免振機構 Application of Controlled-stepping Mechanism to Upgraded Rocking Piers for Mitigating Seismic Forces Acting Transverse to Bridge Axis 土木学会論文集   71 1 26-45
269 2018   Load Redistribution among Steel Piers in Continuous Elevated-girder Bridges Subjected to Multi-directional Seismic Accelerations   ICASS 2018     1-12
268 2018   3-dimensional Numerical Model for Dynamic Analysis of Partially Concrete-filled Thin-walled Circular Steel Columns   ICASS 2018     1-12
267 2018 鋼・合成構造標準示方書            
266 2018 巨大地震に対する鋼橋の耐震照査法の信頼性向上            
265 2018 鋼・合成構造標準示方書”耐震設計編”の改定　ー”想定外”への対応に向けてー Revision of "Standard Specification for Seismic Design of Steel and Composite Structures" -Toward mitigating unexpected damages in the coming mega earthquakes- 第21回鋼構造と橋に関するシンポジウム論文集　基調講演       15-38
264 2018 ロッキング橋脚の自立化に伴う基礎への地震作用軽減のための免振・制震機構   第21回性能に基づく橋梁などの耐震設計に関するシンポジウム講演論文集       389-396
263 2018 多方向地震動を受ける鋼橋のPushover解析に基づく地震後の残留変位の推定法に関する検討   第21回性能に基づく橋梁などの耐震設計に関するシンポジウム講演論文集       89-96
262 2018 コンクリート充填鋼製橋脚で支持された2径間連続高架橋模型の加振実験による終局挙動と崩壊挙動の特性と3次元セグメントモデルの適用性について   第21回性能に基づく橋梁などの耐震設計に関するシンポジウム講演論文集       47-54
261 2018 コンクリート充填構造を対象とした3 次元セグメントモデルの開発と耐震照査法   構造工学論文集   64A   73-85
260 2018 鋼製橋脚で支持された連続高架橋の多方向地震動下の耐震安全照査法に関する検討   構造工学論文集   64A   208-221
259 2017 連続高架橋の多方向地震動下でのゴム支承と支承取付部の曲げせん断挙動   土木学会論文集A1（構造・地震工学）   73 3 532-551
258 2017 地震動が作用する鋼製橋脚の3次元倒壊挙動と予測   土木学会論文集A1（構造・地震工学）   73 3 512-531
257 2017 材料劣化を考慮した繰り返し載荷下のゴム支承挙動の解析   第20回性能に基づく高架橋の耐震設計に関するシンポジウム講演論文集       335-338
256 2017 連続高架橋の多方向地震動下での支承取付部の曲げせん断挙動と破壊   第20回性能に基づく高架橋の耐震設計に関するシンポジウム講演論文集       387-394
255 2017 ピーク以降の履歴挙動を考慮したコンクリート充填構造の汎用的な3次元簡易モデルと耐震照査法   第20回性能に基づく高架橋の耐震設計に関するシンポジウム講演論文集       85-92
254 2017 多方向地震動下での高架橋の耐震安全性照査に用いる無充填鋼製橋脚柱の限界相関式に関する検討   第20回性能に基づく高架橋の耐震設計に関するシンポジウム講演論文集       93-98
253 2017 鋼製橋脚で支持された連続高架橋の多方向地震動下の耐震安全照査法に関する検討   第20回性能に基づく高架橋の耐震設計に関するシンポジウム講演論文集       99-106
252 2017   Ultimate Behavior of Steel and CFT Piers in Two-Span Continuous Elevated-Girder Bridge Models Tested by Shake-Table Excitations   J. Bridge Eng,ASCE Vol.22 Issue.5 04017001-1 - 14
251 2017 セグメントのひずみにもとづく鋼製橋脚を含む鋼部材の耐震安全照査法の妥当性   構造工学論文集   Vol.63A   301-314
250 2016 高軸力下でのＣＦＴ柱の耐震性能   第19回性能に基づく高架橋の耐震設計に関するシンポジウム講演論文集       59-66
249 2016 ひずみや曲率を指標とした耐震照査法における限界値の設定に関する注意点   第19回性能に基づく高架橋の耐震設計に関するシンポジウム講演論文集       341-346
248 2015 本震で損傷した鋼製橋脚の余震による倒壊特性とケーブルによる倒壊防止の基礎的検討   第18回性能に基づく高架橋の耐震設計に関するシンポジウム講演論文集       65-72
247 2015 円形断面鋼製橋脚を持つ連続高架橋の2方向加振実験のFE解析と終局挙動特性   第18回性能に基づく高架橋の耐震設計に関するシンポジウム講演論文集       57-64
246 2015 鋼製橋脚で支持された連続高架橋における積層ゴム支承の水平2方向地震動下の挙動特性   第18回性能に基づく高架橋の耐震設計に関するシンポジウム講演論文集       49-56
245 2015 トラスの部材破断時の衝撃と非弾性挙動を考慮したエネルギーによるリダンダンシー評価   土木学会論文集A1(構造・地震工学)   Vol.71 No.3 367-386
244 2015 地震時に3方向の力の成分と3方向のモーメント成分が作用する円形断面鋼脚柱の終局限界状態の評価   土木学会論文集A1(構造・地震工学)   Vol.71 No.1 20-36
243 2014   Ultimate State of Thin-Walled Circular Steel Columns Subjected to Biaxial Horizontal Forces and Biaxial Bending Moments Caused by Bidirectional Seismic Accelerations   J. STRUCTURAL ENGINEERING ASCE      
242 2014 鋼製橋脚の地震時倒壊挙動とその予測   第17回　性能に基づく橋梁等の耐震設計に関するシンポジウム講演論文集       439-446
241 2014 水平２方向加振を受ける連続高架橋模型における橋脚，ゴム支承，上部構造の連成とその終局挙動について   第17回　性能に基づく橋梁等の耐震設計に関するシンポジウム講演論文集       431-438
240 2014   Local Buckling Restraining Behavior of Thin-Walled Circular CFT Columns under Seismic Loads   J. STRUCTURAL ENGINEERING ASCE Vol. 140 No. 5 04013105-1 - 14
239 2013   ULTIMATE STATE OF THIN-WALLED HOLLOW CIRCULAR STEEL COLUMNS SUBJECTED TO BI-DIRECTIONAL HORIZONTAL SEISMIC FORCES AND TRI-DIRECTIONAL SEISMIC MOMENTS   Proceedings of the Thirteenth East Asia-Pacific Conference on Structural Engineering and Construction (EASEC-13)     1-8
238 2013 水平2方向繰り返しを受けるアンカー部の損傷が鋼製橋脚の終局挙動に及ぼす影響 EFFECT OF DAMAGED ANCHORAGE ON ULTIMATE BEHAVIOR OF STEEL BRIDGE PIERS UNDER BI-DIRECTIONAL CYCLIC LOADS 土木学会論文集A1(構造・地震工学)   Vol. 69 No. 2 295-314
237 2013  Ultimate State of Inverted L-shaped Thin-walled Hollow Cylindrical Steel Bridge Piers Subjected to Bi-directional Seismic Excitations   Proc.10th Pacific Structural Steel Conference     982-988
236 2013 超弾性合金と超塑性合金からなる自己修復型複合構造ダンパー Self-centering composite metal damper consisting of super-elastic and super-plastic metals 構造工学論文集   Vol.59A   540-551
235 2013 地震動下のコンクリート充填円形断面鋼製橋脚における局部座屈変形の進展抑制機構と耐震性向上  土木学会論文集A1(構造・地震工学)   Vol.69 No.1 101-120
234 2012 構造設計におけるFEM解析の高度化と信頼性の向上Improving Reliability of Advanced FEM Analysis for Structural Design 第15回　鋼構造と橋に関するシンポジウム論文報告集(2012年8月)       1-13
233 2012   Hysteretic Behavior of Thin-walled Circular CFT Columns under Bidirectional Cyclic Load   Proc. of the 10th Intl. Conf. on Advances in Steel Concrete Composite and Hybrid Structures     223-230
232 2012   Numerical Prediction of Ductile Crack Initiation in a Steel Column under Cyclic Loading   Proc. of the 10th Intl. Conf. on Advances in Steel Concrete Composite and Hybrid Structures     207-214
231 2012 局所および広域解析を組み合わせた付着塩分量推定法に関する研究 Global-local approach to numerical simulation of adhesion of seasalt particles on bridge girders 構造工学論文集   Vol.58A   668-678
230 2012 ３方向地震動を受ける正方形断面鋼製橋脚の限界状態の評価法 Prediction of ultimate state of thin-walled square steel columns under 3-directional seismic accelerations 構造工学論文集   Vol.58A   399-412
229 2012   Nonlinear Finite Element Analysis for Cyclic Behavior of Thin-Walled Stiffened Rectangular Steel Columns with In-Filled Concrete   J. STRUCTURAL ENGINEERING ASCE 138   571-584
228 2011   Dynamic Stress Amplification Caused by Sudden Failure of Tension Members in Steel Truss Bridges   J. STRUCTURAL ENGINEERING ASCE 137   850-861
227 2011   Numerical simulation of adhesion of sea salt particles for anticorrosion of steel bridges   Advances in Structural Engineering and Mechanics(ASEM'11+)     788-801
226 2011   Effect of Axial Load on Strength and Ductility of Thin-Walled Circular CFT Columns   Advances in Structural Engineering and Mechanics(ASEM'11+)     5460-5471
225 2011 引張りを受ける腐食鋼材の延性き裂発生と伸びの予測 On predicting ductile crack initiation and deformation capacity of corroded steel members under tension loading 構造工学論文集 J. Struct. Engineering Vol.57A   788-801
224 2011 2方向水平力と2軸曲げを受ける鋼製橋脚の限界状態と連続高架橋の耐震安全性の検討 Ultimate states for thin-walled stiffened steel bridge piers of continuous elevated highway bridges subjected to bi-directional horizontal seismic forces and bi-directional seismic moments 構造工学論文集 J. Struct. Engineering Vol.57A   490-499
223 2011   Finite element analysis for hysteretic behavior of thin-walled CFT columns with large cross sections   "Proc. of 12th East Asia-Pacific Conference on Structural Engineering and Construction (EASEC-12), Hong Kong, China" CD-ROM   1-8
222 2010   Error effect analysis in shape measurement of bridge pier model by laser transducer   Proc. of 2nd international symposium on service life design for infrastructure 2   1027-1034
221 2010   Position determination in three dimensional　structural testing system   Advanced materials research 163-167   4478-4481
220 2010   Ultimate state of thin-walled stiffened square steel bridge piers subject to bi-directional horizontal seismic forces and moments   Proc.9th Pacific Steel Conference 9   1222-1229
219 2010   Nonlinear Finite-Element Analysis for Hysteretic Behavior of Thin-Walled Circular Steel Columns with In-Filled Concrete   J. STRUCTURAL ENGINEERING ASCE / NOVEMBER 2010 Vol.136 Issue.11 1413-1422
218 2010 充填コンクリートとの相互作用を考慮した矩形断面鋼製橋脚の繰り返し挙動のFEM解析   土木学会論文集A   66 4 816-835
217 2010 リダンダンシー解析における鋼トラス橋の引張り斜材破断時の衝撃係数 On impacts caused by sudden failure of diagonal tension member in truss bridges 構造工学論文集 J. Struct. Engineering, JSCE 56A   792-806
216 2010 レーザー変位計を用いた鋼管状物体の形状の精密計測法の提案 A novel size measurement method for acolumn type specimen using a CCD laser transducer 構造工学論文集 J. Struct. Engineering, JSCE 56A   68-76
215 2010   Upgrading resisting mechanism of thin-walled CFT columns under cyclic load with different axial load level   Proc. of International conferenece on Materials, Mechanics& Management (IMMM2010), Kerala, India     142-150
214 2009   On dynamic stress amplification caused by sudden failure of tension member in steel truss bridges   Proc. ICASS09 Vol.1   361-368
213 2009   Numerical analysis of sea-salt particulate matter adhesion on bridge surfaces   Proc. ICASS09 Vol.1   369-376
212 2009   Ultimate State of Thin-Walled Circular Steel Columns under Bidirectional Seismic Accelerations   J. of Struct Engrg., ASCE 135 12 1481-1490
211 2009 充填コンクリートとの相互作用を考慮した円形断面鋼製橋脚の繰り返し挙動のFEM解析 Fem Analysis for Hysteretic Behavior of Cft Bridge Piers Considering Interaction Between Steel Tube and Infilled Concrete 土木学会論文集Ａ J. Structural Mechanics and Earthquake Engineering, JSCE 65 2 487-504
210 2009 2方向地震動を受ける矩形断面鋼製橋脚の動特性と耐震照査法における限界値 Ultimate State of Thin-Walled Stiffened Rectangular Steel Columns Under Bi-Directional Seismic Excitations 土木学会論文集Ａ J. Structural Mechanics and Earthquake Engineering, JSCE 65 1 61-80
209 2009 2方向地震動を受ける円形断面鋼製橋脚の限界値と動的耐震照査法に関する考察 Ultimate state and design of thin-walled circular steel columns under bi-directional seismic excitations 構造工学論文集 J. Struct. Engineering, JSCE 55A   629-642
208 2008 鋼製門型ラーメン橋脚を対象とした自己復元型免震・制震機構の提案   第11回地震時保有耐力法に基づく橋梁等構造の耐震設計に関するシンポジウム講演論文集       317-324
207 2008   Pull-out strength of interacting bond-type anchors   Steel and Composite Structures    

441-447
206 2008 固気２相流解析による飛来塩分の付着シミュレーション Numerical simulation of sea salt particulate matter adhesion on bridge surfaces by two-phase flow analysis 構造工学論文集   54A   590-598
205 2008   Effects of stiffeners on stability and ductility of stiffened thin-walled steel columns with rectangular cross section under bi-directional loading   Proc. CIMS2008     555-562
204 2008   Stability of thin-walled stiffened square steel columns under bi-directional seismic excitations   Proc. CIMS2008     563-570
203 2008   Stability and ductility of thin-walled steel tubular columns with partially in-filled concrete   Proc. of 5th International Conference onThin-Walled Steel and Composite Structures (ICTWS2008), Brisbane, Australia     983-990
202 2008 鋼製橋脚アンカー部の3次元履歴モデル 3D Hysteretic Model for Pier Base-to-Footing Connections 土木学会論文集Ａ J. Structural Mechanics and Earthquake Engineering, JSCE 64 2 513-529
201 2007   Hysteretic behavior of thin-walled steel tubular columns with partially in-filled concrete   Proc. of 3rd International Conference on Steel and Composite Structures (ICSCS07), Manchester, England     CDROM
200 2007   Ultimate States of Thin-walled Steel Columns under Bi-directional Seismic Accelerations   Proc. ICASS07     617-622
199 2007 熱流体解析による箱桁内の腐食環境シミュレーション   構造工学論文集  

53A

   834-843
198 2007   Numerical simulation of corrosion environment inside steel box-girders   Proc. ICASS07     683-688
197 2007 3次元数値モデル作成のための腐食表面形状データの高精度統合手法 An accurate unification of individual corroded surface data sets to generate fully 3D-numerical model 構造工学論文集A J. Struct. Engineering, JSCE 53A   817-824
196 2007 無損傷で自己復元特性を有する鋼製門型ラーメン橋脚を目標とした免震 ・制震機構の提案 Self-Centering Damage-Free Steel Portal Frame-Type Bridge Piers with Post-Tensioned Energy-Dissipating Connections 土木学会論文集Ａ J. Structural Mechanics and Earthquake Engineering, JSCE 63 4 811-827
195 2007   Development of Multidirectional Structural Testing System Applicable to Pseudodynamic Test   J. of Struct Engrg., ASCE 133 5 638-645
194 2007 ２方向繰り返し荷重を受ける矩形断面鋼製橋脚柱の履歴特性 Hysteretic Behavior of Thin-Walled Stiffened Rectangular Steel Columns Under Cyclic Bi-Directional Loading 土木学会論文集 J. Structural Mechanics and Earthquake Engineering, JSCE 63 1 122-141
193 2006 ロッキング挙動を利用した免震・制震機構の橋梁への適用について  第9回地震時保有耐力法に基づく橋梁等構造の耐震設計に関するシンポジウム講演論文集       423-430
192 2006 ２方向擬似動的実験において制御誤差が精度に与える影響  構造工学論文集   52A   511-519
191 2006   Change of Weld Residual Stresses due to Loss of Material  J. of Struct Engrg., ASCE 132 12 1940-1947
190 2006   Stability and Ductility of Thin-Walled Circular Steel Columns under Cyclic Bidirectional Loading  J. of Struct Engrg., ASCE 132 10 1621-1631
189 2006 ロッキング挙動を利用した免震・制震機構の上路式鋼アーチ橋への適用 Application of Controlled Rocking Mechanism to The Seismic Upgrading of Upper-Deck Type Steel Arch Bridges土木学会論文集 J. Structural Mechanics and Earthquake Engineering, JSCE 62 4 835-853
188 2005 腐食などの体積欠損による鋼構造物の残留応力・残留たわみの変化の解析と圧縮板の残存耐荷力評価 A numerical method to assess changes of residual stresses and residual deflections due to corosion loss of material and their effects on ultimate behavior of compression plates 構造工学論文集 J. Struct. Engineering, JSCE 51A   127-138
187 2005   Change of weld residual stress due to corrosion loss of material   Proc. of the first international conference on advances in experimental structural engineering, Nagoya, July 19-21, 2005     925-932
186 2005   On the accuracy of 3D loading and measuring systems for quasi-static column experiment   Proc. of AESE05     757-764
185 2005   Effect of geometric non-linearity and displacement control on the everall accuracy of multi-directional pseudo-dynamic test   Advances in steel sructures     1217-1222
184 2005   Experimental and analytical study on stability and ductility of thin-walled columns under bidirectional cyclic load   Advances in steel sructures     479-486
183 2005   Effect of displacement control on the errors of multidirectional pseudo-dynamic experiment   Proc. of AESE05     275-282
182 2005   seismic Performance Evaluation of Existing Steel Structures Considering Histories of Corrosion and Repair   Proceedings of the International Symposium on Earthquake Engineering Commemorating Tenth Anniversary of the 1995 Kobe Earthquake,volume2,january 13-16,2005,Kobe/Awaji,Japan      
181 2005 ２方向繰り返し荷重を受ける薄肉円形断面鋼製橋脚柱の履歴特性 Hysteretic Behavior of Thin-Walled Circular Steel Columns Under Cyclic Bi-Axial Loading 土木学会論文集 J. Structural Mechanics and Earthquake Engineering, JSCE   780 181-198
180 2004   Analysis to predict long-term mechanical performance of steel structures with histories of corrosion and repair   J. of Struct Engrg., ASCE 130 2 1578-1585
179 2004   Development of a simple general 3D displacement measurement system using traditional type of tranceducers   Proc. of The Second International Conference on Steel & Composite Structures, Seoul, Korea, September 2-4, 2004     166-175
178 2004   Stability and ductility of thin-walled circular steel columns under cyclic biaxial bending   Proc. of The Second International Conference on Steel & Composite Structures, Seoul, Korea, September 2-4, 2004     151-165
177 2004   Change of residual stress due to corrosion loss of material and its effect on ultimate behavior of compression plates   Proc. of The Second International Conference on Steel & Composite Structures, Seoul, Korea, September 2-4, 2004     126-140
176 2004 大変形した立体はり要素のＣＧを用いた汎用的な可視化手法について On a versatile visualization mehod of large deformed 3D beam element by usising CG 土木学会論文集 J. Structural Mechanics and Earthquake Engineering, JSCE Ⅰ-67 759 309-324
175 2004   A unified structural analysis method to predict long-term mechanical performance of steel structures considering corrosion and repair   Int. J. of Applied Mechanics and Engineering 9 1 91-104
174 2004 橋脚や柱等を対象とした３次元擬似動的実験装置の開発 Development of three-dimensional pseudo-dynamic testing system for bridge piers and columns 土木学会論文集 J. Structural Mechanics and Earthquake Engineering, JSCE Ⅰ-66 752 253-266
173 2003   Development of three-dimensional pseudo-dynamic testing system and its application to assesing the seismic behavior of thin-walled circular columns   Proc. of 5th Japanese-German Joint Symposium on Steel and Composite Bridges, Osaka, Japan, September 9-12, 2003     319-328
172 2003 腐食と補修履歴を考慮した鋼構造物の耐震性評価のための解析手法 An analysis to evaluate seismic performance of existing steel structures considering histories of corrosion loss of material and repair 土木学会論文集 J. Structural Mechanics and Earthquake Engineering, JSCE Ⅰ-64 738 233-244
171 2003   A new structural analysis method to assess long-term mechanical performance of steel structures considering corrosion and repair   Stahlbau 72 5 299-306
170 2002   A unified analysis method to predict long-term mechanical performance of steel structures considering corrosion, repair and earthquake   Proc. of the Third International Conference on Advances in Steel Structures, Hong Kong, China, December 9-11, 2002 2   1145-1152
169 2002   Multi-directional pseudo dynamic experiment of steel bridge piers   Proc. of the Third International Conference on Advances in Steel Structures, Hong Kong, China, December 9-11, 2002 1   171-178
168 2002   On the analysis of fracture phenomena observed in steel structures during the Kobe earthquake   Proc. of the Third International Conference on Advances in Steel Structures, Hong Kong, China, December 9-11, 2002 2   1051-1058
167 2002 繰り返し水平荷重を受ける鋼製R付箱形断面橋脚の弾塑挙動に関する解析的研究 Numerical study on elastic-plastic behavior of steel bridge pier of box section with rounded corners under cyclic horizontal loading 構造工学論文集, 土木学会 J. Struct. Engineering, JSCE 48A   109-117
166 2002 座屈モードの局所化と隅角部のせん断変形を考慮したはりモデルによる鋼製ラーメン橋脚の解析 Pushover analysis of portal frame-type bridge piers by beam model considering local buckling of stiffened compression panel and shear deformation of corner panel zonel 構造工学論文集, 土木学会 J. Struct. Engineering, JSCE 48A   99-107
165 2002 せん断変形が卓越する鋼製ラーメン橋脚のPushover 解析へのTimoshenkoはり要素の適用性 Accuracy of Timoshenko beam element for the pushover analysis of frame type steel bridge pier with shear deformation 第４回鋼構造物の非線形解析と耐震設計への応用に関する論文集，土木学会 Proc. of the Forth Symposium on Nonlinear Numerical Analysis and its Application to Seismic Design of Steel Structures, JSCE     135-143
164 2002 多層ラーメンロッキング橋脚を含む高架橋全体系の動的挙動を考慮した落橋防止システムの設計 Design of bridge restrainer system considering overall seismic behavior of an elevated highway bridge with rocking pier 第４回鋼構造物の非線形解析と耐震設計への応用に関する論文集，土木学会 Proc. of the Forth Symposium on Nonlinear Numerical Analysis and its Application to Seismic Design of Steel Structures, JSCE     41-48
163 2002 局部座屈と隅角部のせん断変形を考慮したはり要素による鋼製橋脚のPushover解析 A Pushover analysis of steel piers based on a beam element considering the localization of buckling patterns in stiffened plate component and shear deformation of corner panel zones 第４回鋼構造物の非線形解析と耐震設計への応用に関する論文集，土木学会 Proc. of the Forth Symposium on Nonlinear Numerical Analysis and its Application to Seismic Design of Steel Structures, JSCE     153-162
162 2002 鋼板貼付けによる既設鋼製橋脚の補強法に関する実験的研究 A Stiffening method fir improvement of ductility in existing cylindrical steel piers with stiffening steel plate 第４回鋼構造物の非線形解析と耐震設計への応用に関する論文集，土木学会 Proc. of the Forth Symposium on Nonlinear Numerical Analysis and its Application to Seismic Design of Steel Structures, JSCE     209-216
161 2002 鋼製円筒橋脚の有限要素解析に関する一考察 On finite element analysis of steel bridge pier with pipe section 第４回鋼構造物の非線形解析と耐震設計への応用に関する論文集，土木学会 Proc. of the Forth Symposium on Nonlinear Numerical Analysis and its Application to Seismic Design of Steel Structures, JSCE     255-259
160 2002 非線形はりモデルを用いた鋼製橋脚の耐震解析における幾何学的非線形性とせん断変形の影響 Effect of geometrical nonlinearity and shear deformation on the seismic design analysis of steel piers based on nonlinear beam model 土木学会論文集 J. Structural Mechanics and Earthquake Engineering, JSCE No.696/I-58   157-172
159 2002   Hysteretic modeling of thin-walled circular steel columns under biaxial bending   J. of Struct Engrg., ASCE 128 No.3 319-327
158 2001 座屈モードの局所化を考慮した補剛板の軟化型構成則を用いた鋼製橋脚のPushover解析 A pushover analysis of steel piers based on a beam element with a softening constitutive relation considering the localization of buckling patterns in stiffened plate component 土木学会論文集 J. Structural Mechanics and Earthquake Engineering, JSCE No.689/I-57   225-237
157 2001   Multiple spring model for 3D-hysteretic behavior of thin-walled circular steel piers 土木学会論文集 J. Structural Mechanics and Earthquake Engineering, JSCE No.689/I-57   1-17
156 2001 腐食や補修の影響を考慮した長期間の力学性能評価のための構造解析法の開発 A new structural analysis method to assess the long-term mechanical performance of steel structures considering corrosion and repair 土木学会論文集 J. Structural Mechanics and Earthquake Engineering, JSCE No.689/I-57   85-100
155 2001   A unified analysis method to assess the long-term mechanical performance of steel structures considering earthquake, corrosion and repair   Proc. of US-JAPAN seminar on advanced stability and seismicity concept for performance-based design of steel and composite structures, Kyoto, Japan, July 23-26, 2001     1-8
154 2001   A softening stress-strain relation for the pushover analysis of stiffened thin-walled steel bridge piers accompanying degradation due to localization of buckling patterns   Proc. of the First international conference on steel & composite structures, Pusan, Korea, 14-16 June,2001     59-66
153 2001   Long-term strength estimation of steel structures considering histories of corrosion loss and repair   Proc. of the First international conference on steel & composite structures, Pusan, Korea, 14-16 June,2001     117-124
152 2001   Experimental study on strain localization and ductile fracture of steel-pipe due to cyclic horizontal loading   Proc. of the First international conference on steel & composite structures, Pusan, Korea, 14-16 June,2001     1533-1540
151 2001   Ultimate in-plane behavior of upper-deck type steel arch bridges under seismic loads   Proc. of the First international conference on steel & composite structures, Pusan, Korea, 14-16 June,2001     1565-1572
150 2001 橋軸方向地震力を受ける逆Ｌ形鋼製橋脚の終局挙動と設計 Ultimate behavior and design of inverted L-shaped bridge piers under longitudinally applied seismic force 土木学会論文集 J. Structural Mechanics and Earthquake Engineering, JSCE   No.675/I-55 313-330
149 2000 PCケーブルを用いた落橋防止装置の動的挙動に関する実験 Experimental studies on the dynamic behaviors of pc cable fallout prevention system 第２回免震・制振コロキウム講演論文集，土木学会 Proc. of 2nd colloquium on base isolation and vibration control, JSCE     179-186
148 2000 鋼製R付箱形断面橋脚の耐震性について Elastic-plastic behavior of steel bridge pier of box section with rounded corners under cyclic horizontal loading 第３回鋼構造物の非線形解析と耐震設計への応用に関する論文集，土木学会 Proc. of the Third Symposium on Nonlinear Numerical Analysis and its Application to Seismic Design of Steel Structures, JSCE     63-68
147 2000 鋼製橋脚に用いる実大付着型アンカーボルトの力学特性と定着部挙動の評価 Mechanical characteristics of bond type anchor bolts for steel piers and modeling of steel pier base-to-footing connections 構造工学論文集, 土木学会 J. Struct. Engineering, JSCE 46A   1525-1533
146 2000 複数本の付着型アンカーボルトの引き抜き強度に及ぼす相互作用の影響 Pull-out strength of interacting multiple bond type anchors 構造工学論文集, 土木学会 J. Struct. Engineering, JSCE 46A   1517-1524
145 2000 上路式鋼製補剛アーチ橋の地震地面内終局挙動に関する研究 Ultimate in-behavior of upper-deck type steel arch bridges under seismic loads 構造工学論文集, 土木学会 J. Struct. Engineering, JSCE 46A   1333-1342
144 2000 小型鋼管橋脚模型の弾塑性挙動に関する三曲面モデルの適用性 Applicability of three-surface model on elasto-plastic behavior of small steel-pipe pier model 構造工学論文集, 土木学会 J. Struct. Engineering, JSCE 46A   85-96
143 2000 橋軸方向地震力を受ける逆Ｌ形鋼製橋脚の終局挙動と設計法に関する考察 Some considerations on ultimate behavior and design of inverted L-shaped bridge piers under longitudinally applied seismic force 第４回地震時保有耐力法に基づく橋梁の耐震設計に関するシンポジウム講演論文集，土木学会 Proc. of the 4th Symposium on Ductility Design Method for Bridges, JSCE     277-284
142 1999   Numerical approach to the ductile fracture of steel members   Proc. of the Second International Conference on Advances in Steel Structures, Hong Kong, China, December 15-17, 1999     1021-1027
141 1999   Transtion of plastic buckling modes in cylindrical shells   Proc. of the Second International Conference on Advances in Steel Structures, Hong Kong, China, December 15-17, 1999     705-712
140 1999   Seismic analysis of isolated steel highway bridge   Proc. of the Second International Conference on Advances in Steel Structures, Hong Kong, China, December 15-17, 1999     545-552
139 1999   Three-dimensional hysteretic modeling of thin-walled circular steel columns   Proc. of the Second International Conference on Advances in Steel Structures, Hong Kong, China, December 15-17, 1999     101-108
138 1999   Plastic buckling transition modes in moderately thick cylindrical shells   J. of Engrg. Mech., ASCE 125 No. 4 426-434
137 1999 単調載荷条件下での矩形断面鋼製橋脚アンカー部の終局挙動とモデル化 Ultimate behavior and modeling of rectangular steel pier base-to-footing connections under monotonic loads 土木学会論文集 J. Structural Mechanics and Earthquake Engineering, JSCE   No.612/I-46 297-311
136 1999 繰り返し荷重下の矩形断面鋼製橋脚アンカー部の終局挙動 Ultimate behavior of rectangular steel pier base-to-footing connections under cyclic load 土木学会論文集 J. Structural Mechanics and Earthquake Engineering, JSCE   No.612/I-46 313-324
135 1999 高エネルギー吸収型耐震連結板の強度及び変形特性 Mechanical behaviors of a shock absorbing bridge restrainer plate 土木学会論文集 J. Structural Mechanics and Earthquake Engineering, JSCE   No.612/I-46 239-249
134 1999 鋼構造の延性破壊の有限要素解析への導入に関する基礎的検討 Verification of plastic constitutive relation and its application to FEM analysis of plastic fracture of steel members 土木学会論文集 J. Structural Mechanics and Earthquake Engineering, JSCE   No.626/I-48 185-196
133 1999 鋼構造物の有限要素法解析における残留応力と初期たわみの導入方法について A method of introducing residual stresses and initial deflections in FEM analysis for steel structures 構造工学論文集, 土木学会 J. Struct. Engineering, JSCE 45A   137-148
132 1999 鋼製円形変断面橋脚の耐震性評価に関する解析的研究 Numerical study on seismic resistance of a steel bridge pier of pipe section with variable platethickness 構造工学論文集, 土木学会 J. Struct. Engineering, JSCE 45A   197-203
131 1999 鋼製橋脚を対象とした圧縮補剛板の単調載荷挙動における平均応力ー平均ひずみ関係のモデル化 Modeling of averaged stress-strain relations of stiffened compression plates for steel piers 構造工学論文集, 土木学会 J. Struct. Engineering, JSCE 45A   125-136
130 1998   Effective length factor of columns in flexibly jointed and braced frames   J. of Constructional Steel Research 47   93-118
129 1998   A rigorous method for the analysis of localization of axisymmetric buckling patterns in thick cylindrical shells   Thin-Walled Structures 31   78-88
128 1998   The failure mechanism and the pull-out strength of a bond-type anchor near a free edge   Mechanics of Materials 28   113-122
127 1998   Analysis of localization of plastic buckling patterns under cyclic loading   Engineering Structures 20 Nos 4-6 413-424
126 1998 繰り返し荷重下の構成橋脚の有限要素法による解析と材料構成則 Three surface cyclic plasticity model for FEM analysis of steel bridge piers subjected to seismic loading 土木学会論文集 J. Structural Mechanics and Earthquake Engineering, JSCE   No.591/I-43 189-206
125 1998 アンカー部を考慮した一柱式鋼製橋脚の地震時終局挙動特性 Effect of pier base restraint on ultimate seismic behavior of single-post type steel bridge piers 土木学会論文集 J. Structural Mechanics and Earthquake Engineering, JSCE   No.598/I-44 413-426
124 1998   Classification system for rigid and semirigid connections   J. of Struct Engrg., ASCE 124 No.7 750-757
123 1998 比較的厚肉の円筒殻における提灯座屈からダイヤモンド座屈への塑性分岐過程の解析 Analysis of plastic bifurcation from axisymmetric buckling mode to diamond buckling mode in moderately thick cylindrical shells 土木学会論文集 J. Structural Mechanics and Earthquake Engineering, JSCE   No.605/I-45 105-115
122 1998   A three-dimensional nonlinear seismic analysis of frames considering panel zone deformations 土木学会論文集 J. Structural Mechanics and Earthquake Engineering, JSCE   No.605/I-45 1-13
121 1998   FEM analysis for hysteretic behavior of thin-walled columns   J. of Struct Engrg., ASCE 124 No. 11 1290-1301
120 1998   Localization of buckling patterns in cylinders under cyclic loading   J. of Engrg. Mech., ASCE 124 No. 11 1249-1257
119 1998 鋼製橋脚アンカー部の終局挙動および終局耐力に関する検討 Modeling of bridge pier base to footing connections under cyclic loading 第２回鋼構造物の非線形解析と耐震設計への応用に関する論文集、土木学会 Proc. of the Second Symposium on Nonlinear Numerical Analysis and its Application to Seismic Design of Steel Structures, JSCE     127-134
118 1998 繰り返し水平荷重を受ける鋼製R付箱形断面橋脚の弾塑性有限変形解析 Elastic-plastic finite deformation analysis of steel bridge pier of box section with rounded corners under cyclic horizontal loading 第２回鋼構造物の非線形解析と耐震設計への応用に関する論文集、土木学会 Proc. of the Second Symposium on Nonlinear Numerical Analysis and its Application to Seismic Design of Steel Structures, JSCE     249-254
117 1998 縁端距離の短い杭方式による鋼製橋脚アンカー部の繰り返し載荷実験 Cyclic loading test on steel pier base-to-footing connections with small edge distance 構造工学論文集, 土木学会 J. Struct. Engineering, JSCE 44A   1271-1280
116 1998 大変形領域での材料構成則パラメータの同定方法について An alternative experimental method to determine elasto-plastic material parameters in large deformation 構造工学論文集, 土木学会 J. Struct. Engineering, JSCE 44A   29-36
115 1997   Effect of column base restraint on seismic behavior of bridge pier   Proc. of the Second International Conference on Behavior of Steel Structures in Seismic Areas, Kyoto, Japan, Aug. 3-8, 1997     51-58
114 1997   Prevention of the fall out of bridge girders by slit-type restrainer   Proc. of the Second International Conference on Behavior of Steel Structures in Seismic Areas, Kyoto, Japan, Aug. 3-8, 1997     947-954
113 1997 繰り返し荷重下の鋼製橋脚の有限要素法による解析について On FEM analysis of steel bridge piers under cyclic loading based on three-surface constitutive model 第２回阪神・淡路大震災に関する学術講演会論文集, 土木学会 Proc. of the Second Conference on the Great Hanshin-Awaji Eathquake, JECE     369-376
112 1997 アンカー部の挙動を考慮した鋼製橋脚の地震時終局挙動の特性 Effect of column base restraint on seismic behavior of bridge piers 第２回阪神・淡路大震災に関する学術講演会論文集, 土木学会 Proc. of the Second Conference on the Great Hanshin-Awaji Eathquake, JECE     393-400
111 1997 スリット型耐震連結板による落橋防止対策の提案 Prevention of the falling down of bridge girders using slit-type restrainer 第２回阪神・淡路大震災に関する学術講演会論文集, 土木学会 Proc. of the Second Conference on the Great Hanshin-Awaji Eathquake, JECE     407-412
110 1997   Effect of column base restraint on seismic instability behavior of steel bridge pier   Proc. of the 5th International Colloquium on Stability and Ductility of Steel Structures, Nagoya, Japan, July 29-30, 1997 1   281-288
109 1997   Three-dimensional geometric and material nonlinear seismic analysis of steel bridge piers   Proc. of the 5th International Colloquium on Stability and Ductility of Steel Structures, Nagoya, Japan, July 29-30, 1997 1   319-326
108 1997   Relation between connection stiffness and beam stiffness   Proc. of the 5th International Colloquium on Stability and Ductility of Steel Structures, Nagoya, Japan, July 29-30, 1997 1   397-404
107 1997   Localization of axisymmetric plastic buckling patterns in thick cylindrical shells under monotonic/cyclic loaing   Proc. of the 5th International Colloquium on Stability and Ductility of Steel Structures, Nagoya, Japan, July 29-30, 1997 1   441-448
106 1997   Analysis of strain localization of solids under cyclic loading using a corner theory of plasticity   Proc. of the 5th International Colloquium on Stability and Ductility of Steel Structures, Nagoya, Japan, July 29-30, 1997 2   817-846
105 1997   Simplified design method of semi-rigid frames with LRFD   Proc. of the 5th International Colloquium on Stability and Ductility of Steel Structures, Nagoya, Japan, July 29-30, 1997 2   1081-1088
104 1997   Effect of constitutive models on the hysteretic behavior of thin-walled steel bridge piers subjected to seismic loading   Proc. of the 7th International Conference on Computing in Civil and Building Engineering, Seoul, Korea, August 19-21, 1997 1   381-386
103 1997   A new experimental method to determine elasto-plastic material parameters   Proc. of the 7th International Conference on Computing in Civil and Building Engineering, Seoul, Korea, August 19-21, 1997 2   805-810
102 1997   Effective length factor of columns in semirigid and unbraced frames   J. of Struct Engrg., ASCE 123 No.3 313-320
101 1997 半剛結接合骨組の設計断面力の算定に関する一提案 Estimation methods of column design moment in semi-rigid frame 構造工学論文集, 土木学会 J. Struct. Engineering, JSCE 43A   263-272
100 1997 繰り返し荷重を受ける鋼製橋脚アンカー部の挙動とモデル化 Modeling of steel bridge pier base to footing connections under cyclic loading 土木学会論文集 J. Structural Mechanics and Earthquake Engineering, JSCE   No.563/I-39 105-123
99 1997 アンカー部を考慮した鋼製橋脚の地震時挙動と耐震設計 Seismic behavior and design of bridge piers considering the column base restraint 鋼製橋脚の非線形解析と耐震設計に関する論文集, 土木学会 Proc. of Nonlinear Numerical Analysis and Seismic Design of Steel Bridge Piers, JSCE     77-84
98 1997 繰り返し荷重を受ける鋼製橋脚の有限要素法解析と材料構成則 On FEM analysis of steel bridge piers under cyclic loading based on three-surface constitutive model 鋼製橋脚の非線形解析と耐震設計に関する論文集, 土木学会 Proc. of Nonlinear Numerical Analysis and Seismic Design of Steel Bridge Piers, JSCE     209-216
97 1997 角形断面鋼製橋脚のダクテイリテイ性能 Ductility of box sectional steel piers 鋼製橋脚の非線形解析と耐震設計に関する論文集, 土木学会 Proc. of Nonlinear Numerical Analysis and Seismic Design of Steel Bridge Piers, JSCE     129-134
96 1997 円筒鋼製橋脚の耐震性能向上の為の補剛法 Stiffness method for advanced ductility of steel pipe piers 鋼製橋脚の非線形解析と耐震設計に関する論文集, 土木学会 Proc. of Nonlinear Numerical Analysis and Seismic Design of Steel Bridge Piers, JSCE     169-174
95 1997   Study of Eurocode3 steel connection classification   Engineering Structures 19 No.9 772-779
94 1996   New classification system for semi-rigid connections considering overall behavior of frames   Proc. of IABSE Colloquium on Semi-Rigid Structural Connections, Istanbul, Turkey, Sept. 25-27, 1996     95-103
93 1996   Investigation on the validity of connection classification system   Proc. of IABSE Colloquium on Semi-Rigid Structural Connections, Istanbul, Turkey, Sept. 25-27, 1996     73-82
92 1996   Localization of plastic buckling patterns of plates and cylindrical shells under cyclic loading   Proc. of International Conference on Advances in Steel Structures, Hong Kong, December 11-14, 1996     896-874
91 1996   Column moment of semi-rigid frames by means of B1/B2 method   Proc. of International Conference on Advances in Steel Structures, Hong Kong, December 11-14, 1996     239-244
90 1996   Analysis of the ultimate behavior of a slit-type bridge restrainer   Proc. of International Conference on Advances in Steel Structures, Hong Kong, December 11-14, 1996     559-564
89 1996   A new proposal for the classification of semi-rigid connection based on the elastic-plastic behavior of frames   Proc. of International Conference on Advances in Steel Structures, Hong Kong, December 11-14, 1996     391-396
88 1996   A geometric and material nonlinear analysis of space frames   Proc. of International Conference on Advances in Steel Structures, Hong Kong, December 11-14, 1996     333-338
87 1996   Analysis of localization of plastic buckling patterns under cyclic loading   Proc. of U.S. Japan Seminar on Innovations in Stability Concepts and Methods for Seismic Design in Structural Steel, Honolulu, Hawaii, USA July 15-18, 1996     1-15
86 1996 高エネルギ吸収型耐震連結板の挙動に関する実験的研究 Experimental study of energy absorbing restrainer tie plates 鋼構造年次論文報告集, 鋼構造協会 J. of Construction Steel, JSSC 4   385-390
85 1996 半剛結横移動骨組柱の有効座屈長係数に関する接合部剛性の影響 Connection restraint effects on column K-factor of semi-rigid sway frames 鋼構造年次論文報告集, 鋼構造協会 J. of Construction Steel, JSSC 4   211-218
84 1996   Ultimate behavior of tie plates at high-speed tension   J. of Struct. Engrg., ASCE 122   416-422
83 1996 鋼製橋脚定着部の終局挙動とそのモデル化に関する考察 Modeling of ultimate behavior of steel pier-to-footing connections 構造工学論文集, 土木学会 J. Struct. Engineering, JSCE 42A   987-998
82 1996 付着型アンカーボルトの引き抜き耐力に及ぼす縁端距離の影響 Effect of free edge on the pull-out strength of bond type anchor bolt 構造工学論文集, 土木学会 J. Struct. Engineering, JSCE 42A   1131-1138
81 1996 塑性分岐解析に基づく圧縮板の座屈モードの局所化現象の解析 A rigorous method for the analysis of localization behavior of compression plate 土木学会論文集 J. Structural Mechanics and Earthquake Engineering, JSCE   No.543/ I-36 55-79
80 1996 円筒殻の軸対称座屈モードの局所化と繰り返し荷重下の挙動 Localization of axisymmetric plastic buckling patterns of cylindrical shells under cyclic loaing 土木学会論文集 J. Structural Mechanics and Earthquake Engineering, JSCE   No.543/ I-36 41-53
79 1996   Buckling analysis of elastic space rods under torsional moment   J. of Engrg. Mech., ASCE 122 No.9 826-833
78 1995   Governing equation of K-factor of columns in semi-rigid sway frames   Proc. of the 4th PSCC Vol.1, Singapore 1   55-62
77 1995   Effect of column base restraint on overall stability of frame-type bridge piers   Proc. of the 4th PSCC Vol.1, Singapore 1   573-580
76 1995   Strength deterioration of rectangular compression plate due to cyclic localization of buckling patterns   Proc. of International Colloquium on Stability of Steel Structures, Budapest, Hungary Sept. 21-23     251-258
75 1995 アンカーフレーム杭方式による鋼脚注定着部の繰り返し載荷実験 Experiment on cyclic behavior of steel column to base connections with double anchor beams 構造工学論文集, 土木学会 J. Struct. Engineering, JSCE 41A   1137-1143
74 1995   Analysis of Greenhill problem by a co-rotational method 構造工学論文集, 土木学会 J. Struct. Engineering, JSCE 41A   411-419
73 1995 半剛結横移動骨組柱の有効座屈長係数の算定方法について An estimation method of column effective length factor in semi-rigid sway frames 構造工学論文集, 土木学会 J. Struct. Engineering, JSCE 41A   153-161
72 1995 骨組におけるはりと柱の接合部の剛結条件に関する一考察 On requirement for rigid beam-to-column connections in in-plane frames 構造工学論文集, 土木学会 J. Struct. Engineering, JSCE 41A   179-189
71 1995 圧縮板の塑性座屈モードの局所化と変形能の低下 Ductility and strength deterioration of rectangular compression plates due to localization of plastic buckling patterns 土木学会論文集 J. Struct. Engineering, JSCE   No.513/I-31 39-51
70 1995 半剛結横拘束骨組柱の有効座屈長係数算定法 An estimation method of column effective length factor in semi-rigid braced frames 鋼構造年次論文報告集, 鋼構造協会 J. Structural Mechanics and Earthquake Engineering, JSCE 3   53-59
69 1995   Localization of plastic buckling patterns under cyclic loading   J. of Engrg. Mech., ASCE 121 No.4 493-501
68 1995   Validity of classification systems of semirigid connection   Engng. Struct. 17 No.8 544-554
67 1994   Design practice and behavior of steel bridge pier base connections in Japan   Proc. of the 2nd state of the art work shop on semi-rigid behavior of civil engineering structural connection, COST C1, Prague, Czech, Oct. 26-28, 1994     225-234
66 1994   Classification of semi-rigid connections based on the elastic-plastic mechanical behavior of frames   Proc. of Structural Congress XII, ASCE, Atlanta. USA, May 1994 2   1191-1196
65 1994   Localization of buckling patterns under cyclic loading   Proc. of WCCM III, Chiba, Japan, Aug. 1-5     1255-1256
64 1994   Analysis program for the design of flexibly jointed frames   Computers and Structures 49 No.4 705-713
63 1994 構造物の塑性座屈モードの局所化による変形能の低下と繰り返し荷重下の挙動 Localization of plastic buckling patterns and its effect on the ductility of structures under cyclic loading 土木学会論文集 J. Structural Mechanics and Earthquake Engineering, JSCE   No.483/I-31 87-96
62 1994 剛結と半剛結接合を組み合わせた高層鋼骨組の横移動解析 Sway analysis of tall building frames with mixed use of rigid and semi-rigid connections 鋼構造年次論文報告集, 鋼構造協会 J. of Construction Steel, JSSC 2   1-8
61 1994 半剛結骨組の力学挙動に及ぼす三要素パワーモデルの形状指数の影響 Effect of shape parameter in three-parameter power model on behavior of flexibly jointed frame 構造工学論文集, 土木学会 J. Struct. Engineering, JSCE 40A   1275-1285
60 1994 繰り返し荷重による応力集中部の残留応力の変化について On the behavior of the residual stresses near a notch after cyclic loadings 構造工学論文集, 土木学会 J. Struct. Engineering, JSCE 40A   135-142
59 1994 平面骨組の弾塑性分岐挙動の解析法と初期曲げを受ける剛結門型骨組の座屈特性 A plastic bifurcation analysis of rigid frames under primary bending moment 構造工学論文集, 土木学会 J. Struct. Engineering, JSCE 40A   283-294
58 1993   Design aid of semi-rigid connections for frame analysis   Engineering Journal, AISC 30 No.3 90-107
57 1993   Stability behavior of semi-rigid away frames   Engng. Struct. 15 No.3 209-219
56 1993 外相系材料の一平均化手法 An advanced averaging technique for multi-phase materials 土木学会論文集 Proc. of JSCE   No. 459/I-22 63-71
55 1993 付着型アンカーボルトを用いた鋼脚柱定着部の耐荷力実験 Experiment on the ultimate strength of steel pier base fastened by bond-type anchor bolts 構造工学論文集, 土木学会 J. Struct. Engineering, JSCE 39A   1321-1333
54 1993   Failure mechanism of new bond-type anchor bolt subject to tension   J. Struct. Engineering, JSCE 119 No.4 1168-1186
53 1993 太径異形棒鋼による実大付着型アンカーボルトの力学性状と現場付着試験 Mechanical properties of bond type anchor bolt in situ experiment 鋼構造年次論文報告集, 鋼構造協会 J. of Construction Steel, JSSC 1   801-806
52 1992   A new bond-type anchorage system for steel piers   Proc. of 3rd PSCC, Tokyo Japan, Oct. 26-28     971-978
51 1992 高速引張時の落橋防止装置連結板の強度特性 The ultimate strength of bridge restrainer plates at high speed tension 土木学会論文集 Proc. of JSCE No.441/I-18   97-105
50 1992 引き抜き力を受ける付着型アンカーボルトの定着部の破壊機構に関する研究 Ultimate strength of bond-type anchorage under tensile force 土木学会論文集 Proc. of JSCE No.441/I-18   87-96
49 1992 スタッドを取り付けた太径異形棒鋼の付着特性 Bonding characteristics of a very large deformed bar with headed studs 土木学会論文集 Proc. of JSCE No.441/I-18   185-192
48 1992   Elastic buckling phenomenon applicable to deployable rings   International Journal of Solids and Structures 29 No.7 893-909
47 1992 多自由度離散形の弾塑性分岐挙動の解析法とトラス構造物への適用 An elastic-plastic bifurcation analysis of multiple discrete systems and its application to trusses 土木学会論文集 Proc. of JSCE   No.446/I-19 117-126
46 1992 直接法による自己無撞着法の精度の推定 FEM estimation of the accuracy of self-consistent averaging method 土木学会論文集 Proc. of JSCE   No.450/I-20 103-112
45 1991   Applicability of three parameter power model to structural analysis of flexibly jointed frames   Mechanics computing in 1900s and beyond, Proc. of 8th Engineering Mechanics Specialty Conference, ASCE, Columbus, Ohio, USA, May 1991     20-22
44 1991   Analysis of critical behavior of semirigid frames with or without load history inconnections   International Journal of Solids and Structures 27 No.4 467-483
43 1991   Bowing effect on elastic stability of frames under primary bending moments   J. Struct. Engineering, ASCE 117 No.1 111-127
42 1991   Ultimate behaviors of tie plates used as bridge restrainer   J. Struct. Engineering, ASCE 117 No.10 2884-2899
41 1991 平面骨組の有限ひずみ・有限変位理論の解に収束する2種類の数値解法と精度特性 Accuracy of the numerical methods for the analysis of plane frames considering finite displacement 土木学会論文集 Proc. of JSCE   No.428/I-15 67-76
40 1991 空間での有限回転を伴う弾性座屈現象を利用したリングのたたみ込み Deployable ring utilizing an elastic buckling phenomenon accompanying finite rotations in space 土木学会論文集 Proc. of JSCE   No.428/I-15 117-125
39 1990   0n a New Anchorage System for a Steel Pier   Proc. of the International Conference on Structural Engineering and Computation, Beijing, China, April, 25-28, Beijing Univ. Press     803-810
38 1990   0n the Critical Behavior of Semi-Rigid Orthogonal Frames   Proc. of the International Conference on Structural Engineering and Computation, Beijing, China, April, 25-28, Beijing Univ. Press     378-387
37 1990   0n the Micro and Macroscopic Approaches to the Finite-Plastic Deformations   Proc. of the International Conference on Structural Engineering and Computation, Beijing, China, April, 25-28, Beijing Univ. Press     96-105
36 1990 結晶塑性モデルによる亀裂先端近傍の弾塑性解析 Elasto-plastic analysis of a blunting crack tip in crystalline solids 土木学会論文集 Proc. of JSCE   No.422/Ⅰ-14 235-243
35 1990 落橋防止装置連結板の静的耐荷特性の解析 Analysis of the static ultimate strength of a bridge restrainer plate 土木学会論文集 Proc. of JSCE   No.422/Ⅰ-14 295-302
34 1990 はり・柱理論に基づく初期曲げモーメントを受ける弾性矩形骨組の座屈解析に関する一考察 On the buckling analysis of elastic frames under primary moment under beam-column theory 構造工学論文集, 土木学会 J. Struct. Engineering, JSCE 36A   123-134
33 1990 半剛結接合に関するデータベースを用いた平面骨組構造解析システムの開発 On a structural analysis system for plane frames combined with the data base of semi-rigid connections 構造工学論文集, 土木学会 J. Struct. Engineering, JSCE 36A   1065-1072
32 1990 結晶塑性モデルによるき裂先端部のひずみ集中化と破壊機構の解析 Analysis of strain localization near a blunting crack tip in crystalline solids 構造工学論文集, 土木学会 J. Struct. Engineering, JSCE 36A   343-351
31 1990 はりと柱の結合部に非弾性特性を有する半剛結矩形骨組の安定性に関する一考察 On the stability of semi-rigid orthogonal frames 土木学会論文集 Proc. of JSCE   No.416/Ⅰ-13 329-338
30 1990   Elliptic Integral Solutions of Plane Elastica with Axial and Shear Deformations   International Journal of Solids and Structures 26 No.4 375-390
29 1989   Bifurcation and Limit-Load Instability of Flexibly Jointed Frames   Proc. of International Colloquim on Bolted and Special Structural Connections, Moscow, USSR, May, 15-20, 1998 3   80-89
28 1989 はりと柱の結合部の非弾性特性を考慮した半剛結骨組の臨界挙動の解析 Analysis of inelastic critical behavior of semi-rigid frames 土木学会論文集 Proc. of JSCE   No.410/Ⅰ-12 287-295
27 1989   Branched Cracks in Anisotropic Elastic Solids   Journal of Applied Mechanics, ASME 111   858-864
26 1989 鋼道路橋の落橋防止装置連結板の耐荷力実験 Experimental study on ultimate strength of tie plate used as bridge restrainer 構造工学論文集, 土木学会 J. Struct. Engineering, JSCE 35A   1011-1018
25 1989 塑性履歴による切欠き部残留応力の発生機構とその疲労強度への影響について Residual stress due to overload and their effect on fatigue strength of notched element 構造工学論文集, 土木学会 J. Struct. Engineering, JSCE 35A   301-307
24 1989   Micromechanical Consideration on the Theory of Elasto-Plasticity at Finite Deformations   International Journal of Engineering Science 28 No.3 241-252
23 1989   0n the Validity of Wagner Hypothesis   International Journal of Solids and Structures 25 No.6 621-634
22 1988 鋼道路橋の落橋防止装置連結板の応力解析と設計手法に関する一考察 Stress analysis and design of tie plate used as a bridge restrainer 構造工学論文集, 土木学会 J. Struct. Engineering, JSCE 34A   341-350
21 1988 脆性材料中の補強材まわりの内部ひび割れに関する一考察 Analysis of internal cracks around reinforcement in brittle materials 構造工学論文集, 土木学会 J. Struct. Engineering, JSCE 34A   421-430
20 1988   Direct Lagrangian Nonlinear Analysis of Elastic Space Rods using Transfer Matrix Technique 土木学会論文集 Proc. of JSCE   No.392/Ⅰ-9 173-182
19 1987   Elliptic Integral Solutions for Extensional Elastica with Constant Initial Curvature 土木学会論文集 Proc. of JSCE   No.386/Ⅰ-8 83-94
18 1987 局所移動座標の選択が平面骨組の有限変位解析の精度に及ぼす影響 On the choice of local moving coordinates in the finite displacement analysis of plane frames 土木学会論文集 Proc. of JSCE   No.386/Ⅰ-8 311-320
17 1987 平面棒材の有限変位解析の精度に関する数値的検証 Numerical confirmation about the accuracy of finite displacement analysis for plane frames 構造工学論文集, 土木学会 J. Struct. Engineering, JSCE 33A   1-15
16 1987 水平鋼管矢板斜角構造の継手による荷重分配作用の解析 Analysis of load distribution by joint in skew pipe beam roof 構造工学論文集, 土木学会 J. Struct. Engineering, JSCE 33A   229-240
15 1987   Second oder elastic analysis for frame design   J. Struct. Engineering, ASCE 113 No.7 1501-1519
14 1986 平面棒材の有限変位問題における楕円積分解 Elliptic integral solutions for finite displacement plane beam theory 構造工学論文集, 土木学会 J. Struct. Engineering, JSCE 32A   125-138
13 1986 塑性履歴を受けた鋼切欠き部および2, 3の溶接継手の疲労強度 Overload effect on the fatigue life of structural components 構造工学論文集, 土木学会 J. Struct. Engineering, JSCE 32A   1-9
12 1985   A new formulation of finite displacement theory of curved and twisted rods 土木学会論文集 Proc. of JSCE   No.362/Ⅰ-4 119-129
11 1985 充実断面空間棒材の有限変位理論の一定式化 A formulation of finite displacement theory of rod 構造工学論文集, 土木学会 J. Struct. Engineering, JSCE 31A   183-196
10 1985   Accuracy and convergence of the separation of rigid body displacements for space frames 土木学会論文集 Proc. of JSCE   No.356/Ⅰ-3 109-119
9 1984 線路下横断構造物建設のためのパイプビーム工法 Pipe beam method for constructing structures passing through under railways 第３０回構造工学シンポジウム論文集, 学術会議 Proc. of 30th symposium on structural engineering, JSPS     31-41
8 1984 連続桁の一簡易最適化 A simplified optimization of continuous girders under moving loads 第３０回構造工学シンポジウム論文集, 学術会議 Proc. of 30th symposium on structural engineering, JSPS     213-219
7 1984 水平鋼管矢板構造の継手による荷重分配性状 Load distribution by joint in pipe beam roof 土木学会論文集 Proc. of JSCE   No.344 243-252
6 1984 水平鋼管矢板構造の継手による荷重分配作用の現場計測 Field observation of load distribution by joint in pipe beam roof 土木学会論文集 Proc. of JSCE   No.344 387-390
5 1984   Accuracy and convergence of the separation of rigid body displacements for plane curved frames 土木学会論文集 Proc. of JSCE   No.344 67-77
4 1983 平面骨組の有限変位解析の精度に関する一考察 Accuracy of finite displacement analysis of plane frames 土木学会論文報告集 Proc. of JSCE   No.331 33-44
3 1982 骨組構造の最適特性に関する一考察 Optimum characteristics of framed structures 第２８回構造工学シンポジウム論文集, 学術会議 Proc. of 28th symposium on structural engineering, JSPS     19-29
2 1980 水平鋼管矢板構造の継手による荷重分配作用の解析 Analysis of load distribution by joint in pipe beam roof 土木学会論文報告集 Proc. of JSCE   No.301 1-12
1 1975 一軸曲げと軸力を受ける棒の有限変位理論 Finite displacement beam theory 土木学会論文報告集 Proc. of JSCE   No.237 11-26