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PREDICTION OF MEMBER PLASTIC DEFORMATIONS OF MULTI-SPAN GABLE FRAME STRUCTURES SUBJECTED TO EARTHQUAKE MOTION IN SPAN DIRECTION

Journal of Structural Engineering B, 2022, Vol.68B, p.165-173

2022

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PROPOSAL OF DESIGN FORMULA FOR ORTHOGONAL ANISOTROPIC SLABS WITH FIXED ALL AROUND

Journal of Structural Engineering B, 2022, Vol.68B, p.301-307

2022

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PROPOSAL OF DESIGN FORMULA FOR ORTHOGONAL ANISOTROPIC SLABS WITH FIXED ALL AROUND

Journal of Structural Engineering B, 2022, Vol.68B, pp.301-307

2022

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STRESS REDUCTION EFFECT BY CHANGING THE UPPER AND LOWER SURFACES OF THE SPHERICAL SHELL BOUNDARY

Journal of Structural Engineering B, 2022, Vol.68B, pp.186-193

2022

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PREDICTION OF MEMBER PLASTIC DEFORMATIONS OF MULTI-SPAN GABLE FRAME STRUCTURES SUBJECTED TO EARTHQUAKE MOTION IN SPAN DIRECTION

Journal of Structural Engineering B, 2022, Vol.68B, pp.165-173

2022

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CALCULATION FORMULA FOR A MAXIMUM STRESS AND MAXIMUM DEFLECTION OF A FIXED END QUADRILATERAL SLAB SUBJECTED TO UNIFORM LOAD

Nihon Kenchiku Gakkai kōzōkei ronbunshū, 2014-05, Vol.77 (680), p.1511-1516

2014

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球形シェル境界部の上下面の形状変更による応力度低減効果

構造工学論文集B, 2022, Vol.68B, pp.186-193

2022

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全周固定直交異方性スラブの設計式の提案

構造工学論文集B, 2022, Vol.68B, pp.301-307

2022

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CALCULATION FORMULA FOR A MAXIMUM STRESS AND MAXIMUM DEFLECTION OF A FIXED END QUADRILATERAL SLAB SUBJECTED TO UNIFORM LOAD: In the case of tangential quadrilateral, and isosceles trapezoid and right-angled trapezoid

Journal of Structural and Construction Engineering (Transactions of AIJ), 2012/10/30, Vol.77(680), pp.1511-1516

2012

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梁間方向に地震動を受ける多スパン山形フレーム構造の部材塑性変形量の予測

構造工学論文集B, 2022, Vol.68B, pp.165-173

2022

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THE DESIGN BENDING MOMENT ON THE BOUNDARIES OF A FIXED END TRIANGULAR SLAB AND A FIXED END TANGENTIAL QUADRILATERAL SLAB SUBJECTED TO UNIFORM LOAD

Journal of Structural and Construction Engineering (Transactions of AIJ), 2013/08/31, Vol.78(690), pp.1423-1428

2013

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CHARACTERISTICS OF ELASTICITY OF CIRCULAR HOLE VOID SLAB

Nihon Kenchiku Gakkai kōzōkei ronbunshū, 2003, Vol.68 (565), p.79-85

MOROOKA, Shigehiro

2003

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等分布荷重を受ける周辺固定四角形スラブの最大たわみと最大応力算定式: 内接円を持つ四角形，等脚台形，直角を2つ持つ台形の場合

日本建築学会構造系論文集, 2012/10/30, Vol.77(680), pp.1511-1516

2012

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等分布荷重を受ける周辺固定三角形スラブおよび周辺固定内接円四角形スラブの境界部設計用曲げモーメント

日本建築学会構造系論文集, 2013/08/31, Vol.78(690), pp.1423-1428

2013

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PREDICTION OF LOWER BOUND OF GEOMETRIC NON-LINEARITY FOR POLYGON ARCH STRUCTURES SUBJECTED TO HORIZONTAL HARMONIC EXCITATIONS

Nihon Kenchiku Gakkai kōzōkei ronbunshū, 2002, Vol.67 (559), p.151-156

2002

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THE AUTHORS' REPLY TO THE DISCUSSION BY DR. FUMING ZHANG

Nihon Kenchiku Gakkai kōzōkei ronbunshū, 2005-12, Vol.70 (598), p.171-172

2005

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A PRACTICAL EVALUATION METHOD OF STRESS CONCENTRATION AROUND DISCONTINUOUS POINTS OF BOUNDARY CONDITIONS OF SHELLS : Combination of analytical solution and coarse mesh FEM

Nihon Kenchiku Gakkai kōzōkei ronbunshū, 2004, Vol.69 (581), p.87-92

2004

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EQUIVALENT LINEARIZATION OF SYSTEMS LINKED WITH LOOSE ELEMENTS AND THEIR RESPONSE CONTROL

Nihon Kenchiku Gakkai kōzōkei ronbunshū, 2005, Vol.70 (587), p.61-68

2005

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NON-LINEAR RESPONSE CHARACTERISTICS OF SPHERICAL DOMES IN ANTI-SYMMETRIC STATE

Nihon Kenchiku Gakkai kōzōkei ronbunshū, 1998, Vol.63 (509), p.99-104

1998

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NONLINEAR GOVERNING EQUATIONS FOR SPHERICAL DOMES SUBJECTED TO BOTH HORIZONTAL AND VERTICAL EARTHQUAKES

Nihon Kenchiku Gakkai kōzōkei ronbunshū, 1998, Vol.63 (509), p.91-97

1998

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ESTIMATION OF BENDING RIGIDITY AND STRESS CONCENTRATION OF CIRCULAR HOLE VOID SLAB

Nihon Kenchiku Gakkai kōzōkei ronbunshū, 2002, Vol.67 (558), p.133-137

2002

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MODAL COUPLING BETWEEN TWO ANTI-SYMMETRIC MODES OF SPHERICAL SHELL SUBJECTED TO HORIZONTAL HARMONIC EXCITATIONS

The Proceedings of The Computational Mechanics Conference, 2000-11, Vol.2000.13, p.55-56

MOROOKA, Shigehiro

2000

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VIRTUAL SPRING FOR INFINITESIMAL MECHANISM

Nihon Kenchiku Gakkai kōzōkei ronbunshū, 1998, Vol.63 (514), p.149-154

1998

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APPROXIMATE EIGEN MODES OF A SPHERICAL DOME IN ANTISYMMETRIC STATE AND THEIR APPLICATION TO LINEAR RESPONSE ANALYSIS

Nihon Kenchiku Gakkai kōzōkei ronbunshū, 1994, Vol.59 (466), p.79-85

1994

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Delayed Diagnosis of Cervical Spine Fracture in Head-Neck Trauma Care

Spinal Surgery, 2012, Vol.26(1), pp.92-94

2012

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PREDICTION OF MEMBER PLASTIC DEFORMATIONS OF MULTI-SPAN GABLE FRAME STRUCTURES SUBJECTED TO EARTHQUAKE MOTION IN SPAN DIRECTION

PROPOSAL OF DESIGN FORMULA FOR ORTHOGONAL ANISOTROPIC SLABS WITH FIXED ALL AROUND

PROPOSAL OF DESIGN FORMULA FOR ORTHOGONAL ANISOTROPIC SLABS WITH FIXED ALL AROUND

STRESS REDUCTION EFFECT BY CHANGING THE UPPER AND LOWER SURFACES OF THE SPHERICAL SHELL BOUNDARY

PREDICTION OF MEMBER PLASTIC DEFORMATIONS OF MULTI-SPAN GABLE FRAME STRUCTURES SUBJECTED TO EARTHQUAKE MOTION IN SPAN DIRECTION

CALCULATION FORMULA FOR A MAXIMUM STRESS AND MAXIMUM DEFLECTION OF A FIXED END QUADRILATERAL SLAB SUBJECTED TO UNIFORM LOAD

球形シェル境界部の上下面の形状変更による応力度低減効果

全周固定直交異方性スラブの設計式の提案

CALCULATION FORMULA FOR A MAXIMUM STRESS AND MAXIMUM DEFLECTION OF A FIXED END QUADRILATERAL SLAB SUBJECTED TO UNIFORM LOAD: In the case of tangential quadrilateral, and isosceles trapezoid and right-angled trapezoid

梁間方向に地震動を受ける多スパン山形フレーム構造の部材塑性変形量の予測

THE DESIGN BENDING MOMENT ON THE BOUNDARIES OF A FIXED END TRIANGULAR SLAB AND A FIXED END TANGENTIAL QUADRILATERAL SLAB SUBJECTED TO UNIFORM LOAD

CHARACTERISTICS OF ELASTICITY OF CIRCULAR HOLE VOID SLAB

等分布荷重を受ける周辺固定四角形スラブの最大たわみと最大応力算定式: 内接円を持つ四角形，等脚台形，直角を2つ持つ台形の場合

等分布荷重を受ける周辺固定三角形スラブおよび周辺固定内接円四角形スラブの境界部設計用曲げモーメント

PREDICTION OF LOWER BOUND OF GEOMETRIC NON-LINEARITY FOR POLYGON ARCH STRUCTURES SUBJECTED TO HORIZONTAL HARMONIC EXCITATIONS

THE AUTHORS' REPLY TO THE DISCUSSION BY DR. FUMING ZHANG

A PRACTICAL EVALUATION METHOD OF STRESS CONCENTRATION AROUND DISCONTINUOUS POINTS OF BOUNDARY CONDITIONS OF SHELLS : Combination of analytical solution and coarse mesh FEM

EQUIVALENT LINEARIZATION OF SYSTEMS LINKED WITH LOOSE ELEMENTS AND THEIR RESPONSE CONTROL

NON-LINEAR RESPONSE CHARACTERISTICS OF SPHERICAL DOMES IN ANTI-SYMMETRIC STATE

NONLINEAR GOVERNING EQUATIONS FOR SPHERICAL DOMES SUBJECTED TO BOTH HORIZONTAL AND VERTICAL EARTHQUAKES

ESTIMATION OF BENDING RIGIDITY AND STRESS CONCENTRATION OF CIRCULAR HOLE VOID SLAB

MODAL COUPLING BETWEEN TWO ANTI-SYMMETRIC MODES OF SPHERICAL SHELL SUBJECTED TO HORIZONTAL HARMONIC EXCITATIONS

VIRTUAL SPRING FOR INFINITESIMAL MECHANISM

APPROXIMATE EIGEN MODES OF A SPHERICAL DOME IN ANTISYMMETRIC STATE AND THEIR APPLICATION TO LINEAR RESPONSE ANALYSIS

Delayed Diagnosis of Cervical Spine Fracture in Head-Neck Trauma Care

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