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五十嵐教授の日本建築学会構造系論文集掲載の論文です。


# Title Date No. pp.
85 八角形中空断面部材の塑性変形性能評価

EVALUATION OF PLASTIC DEFORMATION CAPACITY OF OCTAGONAL HOLLOW CROSS-SECTION MEMBER

2020 780 321-330
84 圧縮力が作用する冷間成形リップ付溝形断面部材の数値解析結果に幾何学的初期不整が及ぼす影響

EFFECT OF GEOMETRICAL IMPERFECTION ON ANALYTICAL BUCKLING STRENGTH OF COLD-FORMED LIPPED CHANNEL STEEL MEMBER UNDER COMPRESSION

2020 779 157-167
83 曲げせん断力を受けるH形断面鉛直ハンチ梁の局部座屈耐力と塑性変形能力

LOCAL BUCKLING STRENGTH AND PLASTIC DEFORMATION CAPACITY OF VERTICAL HAUNCH H-SHAPED BEAM UNDER SHEAR BENDING

2020 778 1655-1665
82 中間スチフナで補剛された上フランジ連続拘束梁の座屈性状と補剛位置決定法

BUCKLING BEHAVIOR OF H-SHAPED BEAM WITH CONTINUOUS RESTRAINT INSTALLED TRANSVERSE STIFFENERS AND METHOD FOR DECIDING STIFFENING POSITION

2020 777 1491-1501
81 H形断面柱梁L形接合部パネルの終局耐力算定法

EVALUATION METHOD OF ULTIMATE STRENGTH FOR L-SHAPED BEAM-TO-COLUMN JOINT PANELS COMPOSED WITH I-SHAPED MEMBERS

2020 774 1079-1089
80 水平スチフナにより補剛されたウェブの座屈性状および水平スチフナの設計法

BUCKLING BEHAVIOR OF WEB STIFFENED BY LONGITUDINAL STIFFENERS AND DESIGN METHOD FOR LONGITUDINAL STIFFENERS

2020 773 957-967
79 H形断面柱梁L形接合部パネルの弾性せん断座屈耐力

ELASTIC SHEAR BUCKLING STRENGTH OF L-SHAPED BEAM-TO-COLUMN JOINT PANELS COMPOSED WITH I-SHAPED MEMBERS

2020 771 759-769
78 スチフナ補剛された鋼板耐震壁の座屈性状に周辺部材が及ぼす影響

EFFECT OF SURROUNDING FRAME MEMBERS ON BUCKLING BEHAVIOR OF STEEL SHEAR WALL RESTRAINED BY STIFFENER

2020 767 141-150
77 曲げと圧縮が作用する薄肉長方形断面部材の弾性局部座屈耐力および最大耐力

ELASTIC LOCAL BUCKLING STRENGTH AND MAXIMUM STRENGTH OF RECTANGULAR SECTION MEMBERS WHICH WERE LOADED COMPRESSION AND BENDING

2019 755 97-107
76 面内せん断力を受ける波形鋼板の弾性座屈応力度評価法

STUDY ON ELASTIC SHEAR BUCKLING OF TRAPEZOIDAL CORRUGATED STEEL WEB

2018 750 1193-1203
75 隣り合う板要素の幅が異なる薄板軽量形鋼の弾性局部座屈耐力および最大耐力

ELASTIC LOCAL BUCKLING STRENGTH AND MAXIMUM STRENGTH OF COLD FORMED STEEL MEMBERS WITH DIFFERENT PLATE WIDTH ON ADJACENT PLATE ELEMENTS

2018 749 1051-1061
74 H形断面梁の横座屈性状に及ぼす上フランジ拘束条件の影響

INFLUENCE OF UPPER FLANGE RESTRAINT CONDITION ON LATERAL BUCKLING BEHAVIOR OF H-SHAPED BEAM

2018 749 1063-1073
73 上フランジを連続拘束されたH形断面梁の崩壊形式と塑性変形性能

COLLAPSE MODE AND PLASTIC DEFORMATION CAPACITY OF H-SHAPED BEAMS WITH CONTINUOUS RESTRAINT ON UPPER FLANGE

2018 745 491-501
72 表裏交差形式でスチフナ補剛された鋼板耐震壁の簡易設計法

DESIGN METHOD FOR STEEL PLATE SHEAR WALL RESTRAINED BY CROSS STIFFENING TYPE

2018 743 191-199
71 フラッシュ形エンドプレート接合形式を有するH形断面梁の崩壊挙動と横座屈耐力推定法

FAILURES AND PREDICTION METHODS OF LATERAL BUCKLING STRENGTH OF H-SHAPED BEAMS CONNECTED BY FLUSH END PLATES

2017 740 1675-1685
70 軸圧縮力が作用する薄肉八角形断面部材の局部座屈耐力

LOCAL BUCKLING STRENGTH OF UNIFORMLY COMPRESSED OCTAGONAL THIN WALLED SECTION MEMBERS

2017 735 713-722
69 繰返し曲げせん断力を受けるH形断面テーパー梁の座屈形式と塑性変形性能

BUCKLING MODE AND PLASTIC DEFORMATION CAPACITY OF WEB-TAPERED H-SHAPED STEEL BEAMS UNDER CYCLIC SHEAR BENDING

2017 735 723-733
68 面外曲げを受ける鋼板サンドイッチパネルの弾性座屈耐力

ELASTIC BUCKLING STRENGTH OF STEEL SANDWICH PANELS UNDER OUT-OF-PLANE BENDING

2017 733 475-483
67 曲げせん断力を受ける正方形中空断面部材の局部座屈性状と構造性能評価法

LOCAL BUCKLING BEHAVIOR AND EVALUATION METHOD FOR STRUCTURAL PERFORMANCE OF SQUARE HOLLOW SECTION MEMBERS UNDER BENDING SHEAR FORCE

2017 731 123-133
66 正方形中空断面部材の局部座屈性状に及ぼす初期不整の影響

EFFECT OF INITIAL IMPERFECTION ON LOCAL BUCKLING BEHAVIOP OF SQUARE HOLLOW SECTION MEMBER

2016 723 893-903
65 軸力及び曲げせん断力を受けるH形断面テーパー部材の弾性座屈耐力

ELASTIC BUCKLING STRENGTH OF H-SHAPED TAPERED BEAM-COLUMNS UNDER AXIAL AND BENDING SHEAR FORCE

2015 716 1599-1609
64 周辺を鋼板に接合された矩形波形鋼板の大変形せん断挙動と崩壊形式

LARGE DEFORMATION BEHAVIOR AND COLLAPSE MODE OF RECTANGULAR CORRUGATED STEEL SHEAR WALLS

2015 710 693-701
63 軸力及び曲げせん断力を受けるH形断面テーパー部材の弾性座屈耐力

ELASTIC BUCKLING CHARACTERISTICS AND OPTIMUM RIGIDITY OF STIFFENED PLATE UNDER BENDING AND SHEAR STRESS

2015 708 321-331
62 上フランジを連続完全拘束されたH形断面梁の弾性座屈耐力

ELASTIC BUCKLING STRENGTH OF H-SHAPED BEAMS WITH CONTINUOUS COMPLETE RESTRAINT ON UPPER FLANGE

2014 706 1899-1908
61 二軸曲げせん断力と軸力を受ける正方形中空断面部材の連成局部座屈耐力算定

EVALUATION OF COUPLED LOCAL BUCKLING STRENGTH OF SQUARE HOLLOW SECTION MEMBER UNDER BIAXIAL BENDING SHEAR FORCE AND AXIAL FORCE

2014 706 1909-1918
60 端部スチフナ補剛を施したH形断面梁の塑性変形能力

PLASTIC DEFORMATION CAPACITY OF H-SHAPED BEAMS REINFORCED BY END STIFFENERS

2014 705 1667-1675
59 面内せん断力作用下における矩形波形鋼板の座屈形式及び弾性座屈耐力評価

BUCKLING MODE AND ELASTIC BUCKLING STRENGTH ESTIMATION OF RECTANGULAR CORRUGATED PLATE UNDER IN-PLANE SHEAR FORCE

2014 697 427-435
58 曲げせん断力を受けるH形断面テーパー梁の弾性横座屈耐力

ELASTIC LATERAL BUCKLING STRENGTH OF TAPERED H-SHAPED BEAM UNDER SHEAR BENDING

2013 690 1493-1501
57 曲げせん断力を受けるH形断面テーパー梁の応力度分布と弾性局部座屈耐力

STRESS DISTRIBUTION AND ELASTIC LOCAL BUCKLING STRENGTH OF TAPERED H-SHAPED BEAM UNDER SHEAR BENDING

2013 688 1139-1148
56 繰返し曲げせん断力を受けるH形断面梁の連成座屈挙動と塑性変形能力

COUPLED BUCKLING BEHAVIOR AND PLASTIC DEFORMATION CAPACITY OF H-SHAPED STEEL BEAMS UNDER CYCLIC BENDING SHEAR

2012 678 1319-1328
55 高強度鋼を用いた有孔梁の応力集中を考慮した許容耐力と繰返し性状

ALLOWABLE STRENGTH AND CYCLIC CHARACTERISTIC CONSIDERING OF STRESS CONCENTRATION OF PERFORATED BEAM MADE OF HIGH STRENGTH STEEL

2012 675 755-763
54 せん断曲げを受ける波形鋼板ウェブ梁の塑性変形性能

PLASTIC DEFORMATION CAPACITY OF CORRUGATED WEB GIRDER UNDER SHEAR BENDING

2012 673 443-451
53 H形断面梁の横座屈耐力に与える端部境界条件及びモーメント勾配の影響係数

EFFECTS OF BOUNDARY CONDITIONS AND END MOMENT RATIO ON ELASTIC LATERAL BUCKLING STRENGTH OF H-SHAPED BEAMS

2011 670 2173-2181
52 鋼構造H形断面梁の耐力及び塑性変形能力評価のための新規幅厚比指標と幅厚比区分

Evaluation of plastic deformation capacity of H-shaped steel beams with the newly proposed limitation value of plate slenderness

2011 668 1865-1872
51 水平移動が拘束される骨組内柱の単独座屈及び連成座屈荷重の近似評価法

Evaluation of single buckling and coupled buckling load of columns in braced frame

2011 661 675-684
50 繰返し面内せん断力を受ける波形鋼板パネルの弾塑性変形挙動

Elasto-plastic deformation behavior of corrugated steel diaphragm under cyclic shear load

2010 655 1745-1754
49 波形鋼板パネルのせん断座屈後挙動に関する研究

A study on post shear buckling behavior in corrugated steel plate

2010 651 1013-1020
48 ウェブ幅厚比の大きなH形断面梁の塑性変形能力と座屈後繰返し挙動

Plastic deformation capacity and post-buckling behavior of H-shaped beam with large depth-thickness ratio under cyclic loading

2009 646 2345-2354
47 矩形形状を有する波形鋼板の面内せん断剛性

Evaluation of shear stiffness of rectangular corrugate plate under shear loading

2009 646 2327-2334
46 面内せん断力を受ける波形鋼板パネルの端部崩壊挙動に関する研究

A study on end failures in corrugated steel shear diaphragms

2009 645 2119-2126
45 曲げせん断力を受ける直交異方性平板の弾性座屈耐力算定法

A study on evaluation of elastic buckling strength of anisotropic plate under bending stress and shear stress

2009 638 711-720
44 水平補剛剛性を考慮した骨組内柱材の座屈解析

BUCKLING ANALYSIS OF COLUMNS IN THE FRAME CONSIDERING LATERAL BRACING STIFFNESS

2008 633 2009-2017
43 矩形形状を有する波形鋼板のせん断弾性座屈耐力評価

EVALUATION OF ELASTIC BUCKLING STRENGTH OF RECTANGULAR CORRUGATE PLATE UNDER SHEAR LOADING

2008 632 1883-1890
42 連成座屈を考慮したH形断面梁部材構成板要素の幅厚比制限値評価法

EVALUATION OF WIDTH-THICKNESS RATIO LIMITATION OF H-SHAPED BEAM MEMBERS BASED ON COUPLED BUCKLING ANALYSIS

2008 629 1177-1184
41 異なる復元力特性が混在するハイブリッド構造の許容層間変形角とDs値に関する研究

A STUDY OF ALLOWABLE STORY DRIFT AND Ds FACTOR OF HYBRID STRUCTURES WITH DIFFERENT RESTORING FORCE CHARACTERISTIC ELEMENT

2008 628 999-1006
40 異なった復元力特性要素が混在するハイブリッド構造の地震入力エネルギーと最大応答変形に関する研究 -鉄骨ラーメン構造とスチールハウス耐力壁とのハイブリッド構造-

A STUDY OF EARTHQUAKE INPUT ENERGY AND MAXIMUM STORY DRIFT IN THE HYBRID STRUCTURES COMPOSED OF DIFFERENT RESTORING FORCE CHARACTERISTIC COMPONENTS : The hybrid structure of steel moment frame and light gauge steel house share wall

2008 626 661-668
39 曲げせん断力を受けるH形断面梁部材の連成座屈解析及び座屈耐力算定法

THEORETICAL ANALYSIS AND EVALUATION FOR CUPLED BUCKLING STRENGTH OF H-SHAPED BEAMS UNDER BENDING SHEAR

2008 623 135-142
38 >曲げせん断力及び軸力を受けるH形断面構成板要素の弾性座屈耐力算定法

A METHOD FOR EVALUATION OF ELASTIC BUCKLING STRENGTH OF H SHAPED STEEL MEMBER UNDER BENDING-SHEAR AND AXIAL FORCE

2007 613 137-146
37 H形鋼ウェブ薄板のせん断座屈後繰返し履歴特性

CYCLIC CHARACTERISTICS OF THIN WEB PLATE AFTER SHEAR BUCKLING

2007 612 197-205
36 H形鋼柱梁接合部パネルの繰返し履歴曲線モデル

HYSTERESIS LOOP MODEL OF JOINT PANELS IN H-SHAPED COLUMN TO BEAM CONNECTIONS

2005 597 119-126
35 中立軸補強による極めて短い梁の塑性変形能力改善

IMPROVEMENT OF PLASTIC DEFORMATION CAPACITY OF SHORTER BEAMS WITH FLAT BAR ON THE NEUTRAL AXIS

2005 589 157-164
34 逆対称曲げせん断力および軸力を受けるウェブ平板の弾性座屈耐力に与えるフランジ捩り剛性の影響

EFFICIENT OF TORSIONAL RIGIDITY OF FLANGES FOR ELASTIC BUCKLING STRENGTH OF WEB PLATE UNDER BENDING SHEAR AND AXIAL FORCE

2005 588 173-179
33 材料非線形領域における正方形薄板のせん断座屈挙動と最大耐力

BUCKLING BEHAVIOR AND MAXIMUM STRENGTH OF SUQUARE THIN PLATES IN NONLINEAR MATERIAL RANGE

2004 584 169-176
32 中立軸補強によるH形鋼梁の塑性変形能力改善に関する研究

IMPROVEMENT OF PLASTIC DEFORMATION CAPACITY OF H-SHAPED STEEL BEAM WITH FLAT BAR ON NEUTRAL AXIS

2003 574 219-225
31 曲げせん断力および軸力を受ける平板の弾性座屈耐力評価

A METHOD FOR EVALUATION OF ELASTIC BUCKLING STRENGTH OF PLATE UNDER BENDING SHEAR AND AXIAL FORCE

2003 573 209-216
30 接合部構成要素の塑性化状態を考慮した高力ボルト摩擦接合部のすべり耐力評価に関する研究

A STUDY ON SLIP STRENGTH OF FRICTION TYPE HIGH STRENGTH BOLTED CONNECTIONS WITH PLASTICITY OF BASE AND SPLICE PLATE

2003 573 208-210
29 逆対称曲げせん断力を受けるウエブ平板の弾性座屈耐力に及ぼす境界条件の影響

THE EFFECT THAT BOUNDARY CONDITION GIVES ELASTIC BUCKLING STRENGTH OF WEB PLATE UNDER BENDING AND SHEAR

2003 571 145-152
28 不均等曲げせん断力を受ける周辺固定支持平板の弾性座屈耐力の導出

AN ANALYTICAL METHOD FOR ELASTIC BUCKLING STRENGTH OF CLUMPED PLATE UNDER UNEQUAL BENDING AND SHEAR

2003 571 137-144
27 不均等曲げせん断力を受けるH形鋼梁ウエブの座屈財力評価 -周辺単純支持平板としての弾性座屈耐力評価-

BUCKLING STRENGTH OF SIMPLY SUPPORTED WEB PLATE UNDER THE ACTION OF BENDING SHEAR STRESS

2003 565 135-141
26 母材塑性化領域における高力ボルト摩擦接合のすべり耐力に関する研究

A STUDY ON SLIP STRENGTH OF FRICTION TYPE HIGH STRENGTH BOLTED CONNECTIONS WITH PLASTICITY OF BASE PLATE

2003 565 119-126
25 H形鋼梁の塑性変形性能に及ぼす端部境界条件及び応力状態の影響に関する研究

THE PROPERTY OF H-SHAPED STEEL BEAMS AFFECTED BY BOUNDARY AND STRESS CONDITION AT BEAM ENDS

2003 563 185-192
24 H形鋼梁ウエブ板要素の弾塑性せん断座屈挙動に関する研究

A STUDY ON ELASTO-PLASTIC SHEAR BUCKLING BEHAVIOR OF WEB PLATE

2002 556 151-158
23 せん断曲げを受けるH形鋼梁の崩壊形式と塑性変形能力に関する研究

A STUDY ON COLLAPSE MODE AND PLASTIC DEFORMATION CAPACITY OF H-SHAPED STEEL BEAMS UNDER SHEAR BENDING

2001 547 185-191
22 コンクリート充填円形鋼管分岐継手の力学性状に関する実験的研究

A EXPERIMENTAL STUDY ON STATICAL CHARACTERISTICS OF CONDREATE-FILLED CIRCULAR TUBULAR BRANCH JOINTS

2000 538 155-162
21 鋼素材特性を反映させたモーメント勾配のある鋼構造部材の塑性変形能力評価

ESTIMATE FOR PLASTIC DEFORMATION CAPACITY OF STEEL MEMBERS WITH MOMENT GRADIENT REFELCTED MATERIAL PROPERTIES

2000 537 129-134
20 鋼素材特性を反映させた鋼構造部材の塑性変形能力評価に関する研究

A STUDY ON ESTIMATE FOR PLASTIC DEFORMATION CAPACITY OF STEEL MEMBERS REFLECTED MATERIAL PROPERTIES

2000 535 157-162
19 繰返し荷重下における偏心トラス梁の力学性状に関する研究

A STUDY ON STRUCTURAL PROPERTIES OF TRUSS BEAMS WITH ECCENTRIC JOINTS UNDER THE CYCLIC LOAD

2000 530 191-198
18 せん断パネルを配置した偏心トラス梁の力学特性に関する研究

A STUDY ON STRUCTURAL PROPERTIES OF TRUSS BEAMS WITH SHEAR PANELS

1999 526 185-192
17 建築構造用高性能590N/mm2鋼材を用いたウエブ幅厚比の大きな梁の塑性変形能力に関する研究

A STUDY ON PLASTIC DEFORMATION CAPACITY OF 590N/mm2 HIGH STRENGTH STEEL BEAMS WITH LARGE DEPTH-THICKNESS RATIO

1999 522 113-119
16 鋼構造部材の塑性変形能力に及ぼす鋼素材特性の影響

THE INFLUENCE OF MATERIAL PROPERTIES ON THE PLASTIC DEFORMATION CAPACITY OF STEEL MEMBERS

1999 517 141-148
15 角形断面柱に接合される高張力鋼梁の崩壊形式及び塑性変形能力に関する研究

A STUDY ON COLLAPSE MODE AND PLASTIC DEFORMATION CAPACITY OF HIGH STRENGTH STEEL BEAM CONNECTED TO BOX COLUMN

1999 517 133-140
14 スカラップを有する高張力鋼梁の塑性変形能力に及ぼす板要素形状の影響に関する研究

A STUDY ON EFFECT OF PLATE SHAPE ON LARGE DEFORMATION CAPACITY OF HIGH STRENGTH STEEL BEAMS WITH SCALLOPS

1998 507 155-162
13 ウエブ幅厚比の大きな高張力鋼梁の大変形挙動に関する研究

A STUDY ON LARGE DEFORMATION BEHAVIOR OF HIGH STRENGTH STEEL BEAMS

1998 504 95-101
12 フランジ幅厚比の小さな高張力鋼梁の塑性変形性能に関する研究

A STUDY ON PLASTIC DEFORMATION CAPACITY OF HIGH STRENGTH STEEL BEAMS WITH STOCKY FLANGE PLATE

1996 486 115-123
11 降伏比の異なる高張力鋼を用いたH形鋼梁の繰返し履歴挙動とエネルギー吸収能力

EFFECTS OF THE YIELD RATIO ON THE BEHAVIOR AND THE ENERGY ABSORBING CAPACITY OF HIGH STRENGTH STEEL BEAMS

1996 485 135-144
10 構成板要素の局部座屈と延性破壊の相互効果を考慮した高張力鋼梁の塑性変形能力評価

PLASTIC DEFORMATION CAPACITY OF H-SHAPED HIGH STRENGTH STEEL BEAMS DEPENDED ON MUTUAL EFFECT OF PLATE LOCAL BUCKLING AND DUCTILE FRACTURE

1996 481 127-135
9 降伏比の異なる鋼材を用いた高張力鋼梁の塑性変形性能に関する研究

A STUDY ON EFFECTS OF THE YIELD RATIO ON PLASTIC DEFORMATION CAPACITY OF HIGH STRENGTH STEEL BEAMS

1995 476 169-176
8 構成板要素の局部座屈を拘束したH形鋼曲げ部材の塑性変形性状に関する研究

A STUDY ON PLASTIC DEFORMATION BEHAVIOR OF H-SHAPED STEEL BEAMS WITH STIFFENED PLATE ELEMENTS

1995 474 181-190
7 中間材を導入した鋼管トラス梁の力学性状に関する研究

A STUDY ON STRUCTURAL BEHAVIOR OF TUBULAR TRUSS BEAMS WITH MIDDLE CHORD MEMBERS

1995 470 123-131
6 ウェブに鋼板を添接したH形鋼曲げ部材の塑性変形性状に関する研究

A STUDY ON PLASTIC DEFORMATION BEHAVIOR OF H-SHAPED STEEL BEAMS WITH COVER PLATES ON WEB

1995 470 115-122
5 異種鋼材を用いたH形鋼柱部材の塑性変形性状に関する研究

A STUDY ON PLASTIC DEFORMATION BEHAVIOR OF H-SHAPED HYVRID BEAM-COLUMNS

1994 465 139-146
4 ボール接合単層ラチスドームの座屈実験及び弾塑性座屈解析 中央集中荷重を受ける部分球形ドームについて

EXPERIMENT AND ELASTO-PLASTIC BUCKLING ANALYSIS OF BALLJOINTED SINGLE SAYER RITICULATED DOMES Partial spherical domes under concentrated load

1993 444 53-62
3 異種鋼材を用いたH形断面短柱の連成局部座屈性状に関する研究

A STUDY ON LOCAL BUCKLING BEHAVIOR OF HYBRID H-SHAPED SHORT. COLUMN

1992 438 147-155
2 異種鋼材を用いたはり部材の連成局部座屈性状に関する研究

A STUDY ON LOCAL BUCKLING BEHAVIOR OF HYBRID BEAMS

1992 431 25-32
1 ランダムな形状初期不整を有する剛接合単層トラスドームの弾性座屈解析

ELASTIC BUCKLING ANALYSIS OF RIGIDLY JOINTED SINGLE LAYER RETICULATED DOMES WITH RANDOM INITIAL IMPERFECTION

1990 418 109-116

  

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