土木学会論文集 (Doboku Gakkai rombunshū) - v. 1987, n. 380 (avril 1987)

Publié:	avril 1987

Auteur(s)	Titre	Page(s)
Hikosaka, Hiroshi / Takami, Katsuhiko / Maruyama, Yoshikazu	Analysis Of Elastic Distortional Instability Of Thin-walled Members With Open Polygonal Cross Section	57-66
	Application Of Fracture Mechanics To Civil Engineering Problems	13-26
Nishimura, Akira / Fujii, Manabu / Miyamoto, Ayaho / Ogasa, Masaru	Application Of Fuzzy Set Theory To Serviceability Diagnosis Of Structures	365-374
Nakai, Hiroshi / Miki, Toshihiro / Ohgaki, Kazuo	An Approximate Method For Calculating Critical Strength of Thin-walled Steel Frames	263-272
Oshita, Satoji	Approximate Method For Member Forces Of Lateral Bracingsof Curved I-girders Bridge By The Theory Of Pseudo Box	485-491
Matsuda, Hiroshi / Sakiyama, Takeshi	Bending Analysis Of Rectangular Plate On Non-uniform Elastic Foundations	77-85
Ikeda, Kiyohiro / Torii, Kunio	Bifurcation Behavior Of An Octagonal Truss Dome With Imperfections	251-254
Iwashita, Kazuyoshi / Hakuno, Motohiko	Damping Coefficient Of Structural Foundation Analyzed By 3-d FEM With Non-reflecting Boundary	259-262
Baba, Shunsuke / Nakada, Noriyuki / Segi, Kenichi	Deformation And Strength Of Steel Frame Structure In Fire Environments	303-310
Baba, Shunsuke / Ninomiya, Kohki / Kajita, Tateo	Digital Active Optimal Control Of Steel Structures	375-381
Nii, Yoshinori	Dynamic Response Of Machine Foundation-model Half Space System Under Impact Force	439-448
Akao, Shinsuke / Kurita, Akimitsu / Hiragi, Hirokazu	Effect Of Directions Of Concrete Placing On Behavior Of Headed Stud Shear Connectors In Push-out Tests	311-320
Hasegawa, Akio / Chaisomphob, Taweep / Iwakuma, Tetsuo	An Elastic Post-buckling Behaviour of Propped-cantilever Column	247-250
Yosinami, Yasuyuki / Ohmura, Hirosi / Kuwano, Tadao / Yoda, Teruhiko	Estimation of Ultimate Strength of Stiffened Steel Plates Based on the Interaction Effect Between Local and Overall Buckling	497-498
Konishi, Yasunori	Experimental Study On Effect Of Stone Arch Bridge On Flood Flow And Its Stability Against Flood Pressure	87-97
Yamao, Toshitaka / Sakimoto, Tatsuro	An Experimental Study On The Interaction Buckling of Thin-walled H-section Columns	383-390
Yamao, Toshitaka / Sakimoto, Tatsuro	An Experimental Study On The Ultimate Strength Behavior of Thin-walled H-section Stub-columns	331-339
Miki, Chitoshi / Mitsugi, Yukiko / Ohno, Takashi / Yamada, Kentaro	Fatigue Behavior of Preoverloaded Notched and Gussetted Speciments By Yukiko MITSUGI, Takashi OHNO and Kentaro YAMADA	499-501
Takena, Koei / Kawakami, Hiromichi / Tanifuji, Seiichi / Miki, Chitoshi	Fatigue Strength Of Weathered And Deteriorated Riveted Plate-girder	163-172
Takena, Koei / Hirano, Shigeru / Itoh, Fumio / Miki, Chitoshi	Fatigue Strengths Of Box Section Truss Chord With Corner Joints	67-75
Kawaguchi, Masahiro / Kawaguchi, Takashi / Harada, Kohji / Takahashi, Mitsumasa	Fatigue Tests Of Reinforced Concrete Slab Models Of A Highway Bridge And An Attempt To Diagnose Their Residual Lives	283-292
Hirao, Kiyoshi / Sawada, Tsutomu / Nariyuki, Yoshifumi / Sasada, Syuji	Fundamental Study On Evaluation Of Damage Of Steel Piers With Box Cross-section Based On Energy Concept	429-437
Kulendran, Sivaguru / Nishino, Fumio	Geometric Matrix For Thin-walled Members Under Constant Axial Force And Linearly Variable Biaxial Bending And Twisting Moments	255-258
Iura, Masashi / Hirashima, Masaharu	Geometrically Nonlinear Theory Of Timoshenko's Beam With Finite Rotations In Space	411-417
Uemura, Daisuke / Hakuno, Motohiko	GRANULAR ASSEMBLY SIMULATION WITH CUNDALL's MODEL FOR THE DYNAMIC COLLAPSE OF THE STRUCTURAL FOUNDATION	181-190
Saito, Etsuro / Koga, Sigetoshi	Identification Of External Forces Acting On Retaining Wall By Ek-wgi Method	459-465
Imai, Fujio / Ohta, Toshiaki	Investigation On Yield Surface Equation Of Curved I-beams	349-354
Yamada, Hitoshi / Tanaka, Hiroshi	Mass Simulation Requirement Of Sectional Model Testings And Estimation Of Responses Of A Full Bridge Model	341-348
Igarashi, Shunichi / Hakuno, Motohiko	Measurement Of The Jma Magnitude With Slip Displacement	235-241
Sahasakmontri, Kiertisak / Horii, Hideyuki / Hasegawa, Akio / Nishino, Fumio	Mechanical Properties Of Solids Containing A Doubly Periodic Rectangular Array Of Cracks	151-161
Nishio, Nobuaki / Tsukamoto, Katsuyoshi / Hamura, Atsushi	Model Experiment On The Seismic Behavior Of Buried Pipeline In Partially Liquefied Ground	449-458
Tatsumi, Yasunaga / Sato, Tadanobu	Multiple Event Analysis Of 1979 Imperial Valley Earthquake Using Causality Concept Of Earthquake Motion	475-484
Hasegawa, Akio / Liyanage, Kithsiri K. / Nishino, Fumio	A Non-iterative Nonlinear Analysis Scheme Of Frames With Thin-walled Elastic Members	45-55
Sekiguchi, Koji / Oishi, Hiroshi	Numerical Study On The Effectiveness Of Stabilization Techniques Of Offshore Pipelines Against Liquefaction	467-473
Hartono, Wibisono / Nishino, Fumio / Fujiwara, Okitsugu / Karasudhi, Pisidhi	On Tracing Bifurcation Equilibrium Paths Of Geometrically Nonlinear Structures	37-43
Itoh, Fumihito / Nogami, Kuniei	Optimum Depth Of A Plate Girder Designed By Allowable Stress Method	321-330
Furukawa, Kohei / Iida, Takeshi / Takase, Yukinori / Moriyama, Akira	Optimum Design Of Embedded Steel Plate Cellular Bulkheads	419-427
Yoneda, Masahiro / Ito, Manabu	Parametric Analyses Of Natural Frequencies Of Lower Vibration Modes Of Suspension Bridges	243-246
Iwakuma, Tetsuo / Hasegawa, Akio / Nishino, Fumio / Kuranishi, Shigeru	Principle And Numerical Check Of A Stiffness Equation For Plane Frames	99-109
Takemura, Katsuyuki / Sakai, Fujikazu / Akao, Hiroshi	Probabilistic Study On Construction Accuracy Of Steel Bridges	391-400
Iizuka, Minoru / Mihara, Tetsuji / Ishikawa, Nobutaka / Furukawa, Kohei	Reliability Analysis Of Large Structures Using Optimization Technique	121-129
Kitaura, Masaru / Miyajima, Masakatsu / Suzuki, Hiroshi	Response Analysis Of Buried Pipelines Considering Rise Of Ground Water Table In Liquefaction Processes	173-180
Igarashi, Shunichi / Hakuno, Motohiko	The Response Of Mass-on-rough-plane Model Due To Earthquakes	223-233
Miki, Chitoshi / Mori, Takeshi / Tuda, Satoshi / Sakamoto, Kenji	Retrofitting Fatigue-cracked Joints By Tig Arc Remelting	111-119
Yamada, Yoshikazu / Kawano, Kenji	Seismic Response Analysis Of Nonproportional Damping System Due To Response Spectrum Method	213-222
Nishimura, Akira / Fujii, Manabu / Miyamoto, Ayaho / Kagayama, Taiichi	Sensitivity Of Mechanical Behavior Of Bridges For Their Damage Assessment	355-364
Yoneda, Masahiro / Maeda, Ken-Ichi	Simplified Evaluation Technique of the Fundamental Natural Frequencies of the Three Span Continuous Cable-Stayed Bridges	493-496
Fukumoto, Yuhshi	Stability Design Of Steel Structures: Research Review	1-12
Nishino, Fumio / Hartono, Wibisono / Fujiwara, Okitsugu / Karasudhi, Pisidhi	A Study Of The Stability And Behavior At The Critical Point By The Taylor Expansion	27-35
Enomoto, Takahisa	Study On The Distribution Of Seismic Intensity Of The 1855 Ansei Edo Earthquake In The Kanto District	201-211
Nishimura, Akira / Minata, Osamu	Surface Irregularity And Fatigue Strength Of Gusset Joint Under Various Corrosive Environments	401-409
Usuki, Tsuneo	Transfer Matrix Method For An Analysis Of Schield Segment Rings With Staggered Joints	293-302
Ishikawa, Kiyoshi	Transient Stress Waves In An Infinite Voigt-viscoelastic Slab	273-281
Yabuki, Tetsuya / Lu, Le-Wu / Kuranishi, Shigeru	An Ultimate Strength Design Aid For Fixed-end Steel Arches Under Vertical Loads	141-149
Watanabe, Eiichi / Isami, Hidenori / Kyogoku, Yasuji	A Unified Approach To The Elasto-plastic Strength Of Compressed Cylindrical Shells	131-139
Morichi, Shigeaki / Ohmachi, Tatuso / Toshinawa, Takumi / Miyai, Akiyo	Vibration Modes Characterized By Rayleigh Waves Propagating In An Elastic Layer On A Rigid Base	191-199

Auteur(s)

Titre

Page(s)

Hikosaka, Hiroshi / Takami, Katsuhiko / Maruyama, Yoshikazu

Analysis Of Elastic Distortional Instability Of Thin-walled Members With Open Polygonal Cross Section

57-66

Application Of Fracture Mechanics To Civil Engineering Problems

13-26

Nishimura, Akira / Fujii, Manabu / Miyamoto, Ayaho / Ogasa, Masaru

Application Of Fuzzy Set Theory To Serviceability Diagnosis Of Structures

365-374

Nakai, Hiroshi / Miki, Toshihiro / Ohgaki, Kazuo

An Approximate Method For Calculating Critical Strength of Thin-walled Steel Frames

263-272

Oshita, Satoji

Approximate Method For Member Forces Of Lateral Bracingsof Curved I-girders Bridge By The Theory Of Pseudo Box

485-491

Matsuda, Hiroshi / Sakiyama, Takeshi

Bending Analysis Of Rectangular Plate On Non-uniform Elastic Foundations

77-85

Ikeda, Kiyohiro / Torii, Kunio

Bifurcation Behavior Of An Octagonal Truss Dome With Imperfections

251-254

Iwashita, Kazuyoshi / Hakuno, Motohiko

Damping Coefficient Of Structural Foundation Analyzed By 3-d FEM With Non-reflecting Boundary

259-262

Baba, Shunsuke / Nakada, Noriyuki / Segi, Kenichi

Deformation And Strength Of Steel Frame Structure In Fire Environments

303-310

Baba, Shunsuke / Ninomiya, Kohki / Kajita, Tateo

Digital Active Optimal Control Of Steel Structures

375-381

Nii, Yoshinori

Dynamic Response Of Machine Foundation-model Half Space System Under Impact Force

439-448

Akao, Shinsuke / Kurita, Akimitsu / Hiragi, Hirokazu

Effect Of Directions Of Concrete Placing On Behavior Of Headed Stud Shear Connectors In Push-out Tests

311-320

Hasegawa, Akio / Chaisomphob, Taweep / Iwakuma, Tetsuo

An Elastic Post-buckling Behaviour of Propped-cantilever Column

247-250

Yosinami, Yasuyuki / Ohmura, Hirosi / Kuwano, Tadao / Yoda, Teruhiko

Estimation of Ultimate Strength of Stiffened Steel Plates Based on the Interaction Effect Between Local and Overall Buckling

497-498

Konishi, Yasunori

Experimental Study On Effect Of Stone Arch Bridge On Flood Flow And Its Stability Against Flood Pressure

87-97

Yamao, Toshitaka / Sakimoto, Tatsuro

An Experimental Study On The Interaction Buckling of Thin-walled H-section Columns

383-390

Yamao, Toshitaka / Sakimoto, Tatsuro

An Experimental Study On The Ultimate Strength Behavior of Thin-walled H-section Stub-columns

331-339

Miki, Chitoshi / Mitsugi, Yukiko / Ohno, Takashi / Yamada, Kentaro

Fatigue Behavior of Preoverloaded Notched and Gussetted Speciments By Yukiko MITSUGI, Takashi OHNO and Kentaro YAMADA

499-501

Takena, Koei / Kawakami, Hiromichi / Tanifuji, Seiichi / Miki, Chitoshi

Fatigue Strength Of Weathered And Deteriorated Riveted Plate-girder

163-172

Takena, Koei / Hirano, Shigeru / Itoh, Fumio / Miki, Chitoshi

Fatigue Strengths Of Box Section Truss Chord With Corner Joints

67-75

Kawaguchi, Masahiro / Kawaguchi, Takashi / Harada, Kohji / Takahashi, Mitsumasa

Fatigue Tests Of Reinforced Concrete Slab Models Of A Highway Bridge And An Attempt To Diagnose Their Residual Lives

283-292

Hirao, Kiyoshi / Sawada, Tsutomu / Nariyuki, Yoshifumi / Sasada, Syuji

Fundamental Study On Evaluation Of Damage Of Steel Piers With Box Cross-section Based On Energy Concept

429-437

Kulendran, Sivaguru / Nishino, Fumio

Geometric Matrix For Thin-walled Members Under Constant Axial Force And Linearly Variable Biaxial Bending And Twisting Moments

255-258

Iura, Masashi / Hirashima, Masaharu

Geometrically Nonlinear Theory Of Timoshenko's Beam With Finite Rotations In Space

411-417

Uemura, Daisuke / Hakuno, Motohiko

GRANULAR ASSEMBLY SIMULATION WITH CUNDALL's MODEL FOR THE DYNAMIC COLLAPSE OF THE STRUCTURAL FOUNDATION

181-190

Saito, Etsuro / Koga, Sigetoshi

Identification Of External Forces Acting On Retaining Wall By Ek-wgi Method

459-465

Imai, Fujio / Ohta, Toshiaki

Investigation On Yield Surface Equation Of Curved I-beams

349-354

Yamada, Hitoshi / Tanaka, Hiroshi

Mass Simulation Requirement Of Sectional Model Testings And Estimation Of Responses Of A Full Bridge Model

341-348

Igarashi, Shunichi / Hakuno, Motohiko

Measurement Of The Jma Magnitude With Slip Displacement

235-241

Sahasakmontri, Kiertisak / Horii, Hideyuki / Hasegawa, Akio / Nishino, Fumio

Mechanical Properties Of Solids Containing A Doubly Periodic Rectangular Array Of Cracks

151-161

Nishio, Nobuaki / Tsukamoto, Katsuyoshi / Hamura, Atsushi

Model Experiment On The Seismic Behavior Of Buried Pipeline In Partially Liquefied Ground

449-458

Tatsumi, Yasunaga / Sato, Tadanobu

Multiple Event Analysis Of 1979 Imperial Valley Earthquake Using Causality Concept Of Earthquake Motion

475-484

Hasegawa, Akio / Liyanage, Kithsiri K. / Nishino, Fumio

A Non-iterative Nonlinear Analysis Scheme Of Frames With Thin-walled Elastic Members

45-55

Sekiguchi, Koji / Oishi, Hiroshi

Numerical Study On The Effectiveness Of Stabilization Techniques Of Offshore Pipelines Against Liquefaction

467-473

Hartono, Wibisono / Nishino, Fumio / Fujiwara, Okitsugu / Karasudhi, Pisidhi

On Tracing Bifurcation Equilibrium Paths Of Geometrically Nonlinear Structures

37-43

Itoh, Fumihito / Nogami, Kuniei

Optimum Depth Of A Plate Girder Designed By Allowable Stress Method

321-330

Furukawa, Kohei / Iida, Takeshi / Takase, Yukinori / Moriyama, Akira

Optimum Design Of Embedded Steel Plate Cellular Bulkheads

419-427

Yoneda, Masahiro / Ito, Manabu

Parametric Analyses Of Natural Frequencies Of Lower Vibration Modes Of Suspension Bridges

243-246

Iwakuma, Tetsuo / Hasegawa, Akio / Nishino, Fumio / Kuranishi, Shigeru

Principle And Numerical Check Of A Stiffness Equation For Plane Frames

99-109

Takemura, Katsuyuki / Sakai, Fujikazu / Akao, Hiroshi

Probabilistic Study On Construction Accuracy Of Steel Bridges

391-400

Iizuka, Minoru / Mihara, Tetsuji / Ishikawa, Nobutaka / Furukawa, Kohei

Reliability Analysis Of Large Structures Using Optimization Technique

121-129

Kitaura, Masaru / Miyajima, Masakatsu / Suzuki, Hiroshi

Response Analysis Of Buried Pipelines Considering Rise Of Ground Water Table In Liquefaction Processes

173-180

Igarashi, Shunichi / Hakuno, Motohiko

The Response Of Mass-on-rough-plane Model Due To Earthquakes

223-233

Miki, Chitoshi / Mori, Takeshi / Tuda, Satoshi / Sakamoto, Kenji

Retrofitting Fatigue-cracked Joints By Tig Arc Remelting

111-119

Yamada, Yoshikazu / Kawano, Kenji

Seismic Response Analysis Of Nonproportional Damping System Due To Response Spectrum Method

213-222

Nishimura, Akira / Fujii, Manabu / Miyamoto, Ayaho / Kagayama, Taiichi

Sensitivity Of Mechanical Behavior Of Bridges For Their Damage Assessment

355-364

Yoneda, Masahiro / Maeda, Ken-Ichi

Simplified Evaluation Technique of the Fundamental Natural Frequencies of the Three Span Continuous Cable-Stayed Bridges

493-496

Fukumoto, Yuhshi

Stability Design Of Steel Structures: Research Review

1-12

Nishino, Fumio / Hartono, Wibisono / Fujiwara, Okitsugu / Karasudhi, Pisidhi

A Study Of The Stability And Behavior At The Critical Point By The Taylor Expansion

27-35

Enomoto, Takahisa

Study On The Distribution Of Seismic Intensity Of The 1855 Ansei Edo Earthquake In The Kanto District

201-211

Nishimura, Akira / Minata, Osamu

Surface Irregularity And Fatigue Strength Of Gusset Joint Under Various Corrosive Environments

401-409

Usuki, Tsuneo

Transfer Matrix Method For An Analysis Of Schield Segment Rings With Staggered Joints

293-302

Ishikawa, Kiyoshi

Transient Stress Waves In An Infinite Voigt-viscoelastic Slab

273-281

Yabuki, Tetsuya / Lu, Le-Wu / Kuranishi, Shigeru

An Ultimate Strength Design Aid For Fixed-end Steel Arches Under Vertical Loads

141-149

Watanabe, Eiichi / Isami, Hidenori / Kyogoku, Yasuji

A Unified Approach To The Elasto-plastic Strength Of Compressed Cylindrical Shells

131-139

Morichi, Shigeaki / Ohmachi, Tatuso / Toshinawa, Takumi / Miyai, Akiyo

Vibration Modes Characterized By Rayleigh Waves Propagating In An Elastic Layer On A Rigid Base

191-199

Publicité

土木学会論文集 (Doboku Gakkai rombunshū) - v. 1987, n. 380 (avril 1987)

Articles dans ce numéro

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土木学会論文集 (Doboku Gakkai rombunshū) - v. 1987, n. 380 (avril 1987)

Articles dans ce numéro

Vous avez dépassé votre limite de téléchargement mensuelle ! Les abonné·es à Structurae Plus peuvent télécharger 30 images ou ensembles de données par mois. Les utilisateurs·rices de Structurae Pro sont limités à 50.

Données obligatoires

Vous avez dépassé votre limite de téléchargement mensuelle !

Les abonné·es à Structurae Plus peuvent télécharger 30 images ou ensembles de données par mois.
Les utilisateurs·rices de Structurae Pro sont limités à 50.