土木学会論文集 (Doboku Gakkai rombunshū) - v. 1990, n. 416 (avril 1990)

Publié:	avril 1990

Articles dans ce numéro

Auteur(s)	Titre	Page(s)
Nishiwaki, Takeo / Kuroda, Mitsutoshi / Masuda, Nobutoshi / Suzuki, Yasuhiro	Additional Bolt Axial Force In Long Bolt Tension-type Connections By A Spring-model	403-410
Kawashima, Kazuhiko / Unjoh, Shigeki / Azuta, Youichi	Analysis of Damping Characteristics of a Cable Stayed Bridge Based on Strong Motion Records	181-190
Oshima, Toshiyuki / Mikami, Shuichi / Nomachi, Sumio G.	Analysis Of Stress Wave Propagation In Composite Rectangular Beam In The Case Of Ultrasonic Pulse Method	89-99
Kuroda, Mitsutoshi / Masuda, Nobutoshi / Minagawa, Masaru / Nishiwaki, Takeo	An Analytical Study of Effects of Contact Surface Flatness On Mechanical Behaviours of Split-tee Connections	365-374
Leelawat, Chartchai / Niiro, Tadashi / Kuribayashi, Eiichi	Application Of Expert System In Bridge Superstructure Selections	49-57
Nishimura, Nobuo / Kubo, Masahiro / Nishii, Manabu / Fukumoto, Yuhshi	Approach To The Unified Evaluation On Ultimate Strength Of Laterally Unsupported Steel Beams	303-312
Nishimura, Nobuo / Kasahara, Hirotsugu / Fukumoto, Yuhshi	An Appropriate Beam-column Formula Based On The Ultimate Strength	357-364
Ding, Dajun	Calculation For Deflection Of Continuous Reinforced Concrete Beams In Consideration Of Moment Redistribution	25-36
Chua, George Sy / Pacheco, Benito M. / Fujino, Yozo / Ito, Manabu	Classical Impact Damper And Pendulum Impact Damper For Potential Civil Engineering Application	113-124
Yamada, Kentaro / Ma, Zhiliang / Okada, Takahiko / Shimada, Shizuo	A Comprehensive Approach To Evaluating The Durability Of Water Supply Pipes Using Fuzzy Sets Theory	375-384
Higashihara, Hiromichi	A Comprehensive Semi-analytical Method For Vertical Oscillation Of Elastic Circular Disk On Elastic Half Space	321-328
Takemiya, Hirokazu / Kadotani, Tsutomu / Saeki, Mitsuaki	Discrete Numerical Analysis Of Group Piles And Their Dynamic Characteristics	411-418
Hoshikawa, Tatsuo / Katsuki, Satoshi / Ishikawa, Nobutaka / Iida, Takeshi	Dynamic Response Of Steel Pipe Circular Fixed Arch Under Impact	245-253
Miki, Chitoshi / Sakano, Masahiro / Toyoda, Yukihiro / Yosftizawa, Tsutomu	Early Stage Propagation Behavior Of Fatigue Cracks In Fillet Welded Joints	135-143
Nakajima, Akinori / Abe, Hidehiho / Kuranishi, Shigeru	Effect Of Multiple Collapse Modes On Dynamic Failure Of Structures With Structural Instability	13-23
Shimada, Tadayuki / Nishimura, Akira	Effect of Open Socket on Cable Tension Estimated By Vibration Method	453-456
Usami, Tsutomu / Shibata, Teruaki	Elastic-plastic Large Displacement Analysis Of Steel Framed Structures With A Stress Resultant Constitutive Law	339-348
Gunawardena, Shobha R. / Usami, Tsutomu	An Elasto-plastic Large Deformation Analysis of Compressed Cylindrical Shells With Initial Imperfections	67-77
Nakai, Hiroshi / Kitada, Toshiyuki / Ishizaki, Hiroshi / Akehashi, Katsuyoshi	An Experimental Study On Fatigue Strength of Web Plates For Horizontally Curved Plate Girders	125-133
Sakata, Tsutomu / Sakimoto, Tatsuro	Experimental Study On The Out-of-plane Buckling Strength Of Steel Arches With Open Cross Section	101-112
Usami, Tsutomu / Aoki, Tetsuhiko / Kato, Masahiro / Wada, Masao	Failure Tests Of Tubular Steel Stub-columns In Conpression And In Bending	255-264
Nomura, Takashi / Iijima, Masayoshi	A Finite Element Procedure For Viscous Fluid-structure Interaction Problems Using The Arbitrary Lagrangian-eulerian Formulation	285-294
Iida, Masahiro	A First Estimation Of Resolving Power Of Strongmotion Array To Infer History Of Slip On Unidentified Earthquake Fault	163-170
Iura, Masashi	A Formulation Of Membrane Elements With Drilling Degrees Of Freedom	79-88
Ohmachi, Tatsuo / Hasumi, Aritoshi	Generation Of Rayleigh Waves Due To Impulsive Response Of A Finite Elastic Layer On A Rigid Basement	171-179
Maalla, Khaled / Kuranishi, Shigeru / Iwakuma, Tetsuo	Geometric Stiffness Matrix To Analyze The Lateral-torsional Buckling Of Curved Members	59-65
Hirashima, Ken-Ichi / Hirano, Kisaburou	Higher-order Theories For Free Vibration Analysis Of Circular Rings	201-204
Hoshiya, Masaru / Maruyama, Osamu	Identification Of An Autoregressive Model For Multivariate One-dimensional Nonstationary Gaussian Random Processes	349-355
Maruyama, Osamu / Aizawa, Jun / Hoshiya, Masaru	Identification Of Dynamic Properties Of Existing Structures By Multivariate Arma Representation	439-447
Kawashima, Kazuhiho / Unjoh, Shigeki	An Inspection Method of Seismic Vulnerability of Existing Highway Bridges	155-162
Kusama, Takashi / Ohkami, Toshiyuki / Mitsui, Yasushi	Interpolation Functions Using The Finite Fourier Series And Their Applications To Two Dimensional Boundary Elements	205-213
Nagashima, Shinya	Invitation To Space Development	1-11
Ohkubo, Sadaji / Making, Koji	Material Nonlinear Analysis Of Rigid Plane Frames By Total Complementary Energy Minimization	37-48
Okamura, Hirokazu / Ishikawa, Kazumi / Furuichi, Tohru	A Method Of Analysis Of Multi-panel Plate Structure	275-284
Hasebe, Norio / Miwa, Masahiro / Nakamura, Takuji	A Mixed Boundary Value Problems Of A Strip With A Crack Under The Concentrated Bending And Torsional Moments	395-401
Touhei, Terumi / Ohmachi, Tatsuo	Model Analysis Procedure Using A Fe-be Method In Time Domain And Its Application To A Dam-foundation System	429-438
Kazama, Motoki / Inatomi, Takamasa	Model Vibration Test For The Seismic Earth Pressure Acting On The Rigid Caisson Foundation	419-428
Iwashita, Kazuyoshi / Hakuno, Motohiko	Modified Distinct Element Method Simulation Of Dynamic Cliff Collapse	145-154
Matsumoto, Masaru / Shiraishi, Naruhito / Tsujii, Masato / Hirai, Shigeto	On Aerodynamic Oscillations of Cables for Cable Stayed Bridges	225-234
Matsumoto, Masaru / Shiraishi, Naruhito / Yukawa, Masayuki / Ito, Yuichi	On The Frequency Effect Of Turbulence For Torsional Flutter	235-244
Suzuki, Hiroyuki / Miki, Chitoshi / Nakamura, Katsuki / Endo, Hideomi / Tono, Katsuki	On the Minimum Length of Fillet Welds and Heel Cracking	465-467
Goto, Yoshiaki / Suzuki, Satsuki / Matsuura, Sei	On The Stability Of Semi-rigid Orthogonal Frames	329-338
Sato, Tadanobu / Toki, Kenzo / Sugiyama, Kazuhisa	Optimal Control Of Seismic Response Of Structures	191-200
Nakai, Hiroshi / Miki, Toshihiro / Ohgaki, Kazuo / Usami, Tsutomu / Kakiuchi, Tatsuo / Mizuno, Katsuhiko	A Proposal of Rational Formula for Steel Rigid Frames	461-464
Morimoto, Toshiaki / Ninomiya, Kohki / Baba, Shunsuke	Robustness Of Optimal Observer/optimal Control System Of Civil Engineering Structures	313-320
Ishikawa, Yutaka	Seismic Hazard Analysis Using A Polygonal Source-area Model	457-460
Nishimura, Nobuo / Yoshida, Nobuhiro / Takeuchi, Syouichi	Strength Formula For Steel Beam-columns With Box Section Considering Local Buckling	385-393
Yoshida, Yutaka / Abe, Kazuhisa	A Study On Practical Use Of Time Domain Boundary Element Method For In-plane Elastodynamics	265-274
Sugimoto, Hiroyuki	A Study On Stress Approximations Of Truss Structures	449-452
Hirashima, Ken-Ichi / Negishi, Yoshikazu	Three-Dimensional Corrections for Plates Applied In-Plane and Out-of-Plane Loadings	215-223
Usuki, Tsuneo / Terano, Takao / Nakamura, Hideharu / Kurihara, Chizuko	A Transcendental Equation Solver Improving The Dka-scheme And Its Application To Structural Analyses	295-302
	論文集No. 404/I-11, 1989. 4	469-474
	論文集No. 410/I-12, 1989. 10	475-480

Informations
sur cette fiche
IssueID
58898
Publié(e) le:
24.08.2021
Modifié(e) le:
24.08.2021

Publicité

Structurae coopère avec

International Association for Bridge and Structural Engineering (IABSE)

Publicité

土木学会論文集 (Doboku Gakkai rombunshū) - v. 1990, n. 416 (avril 1990)

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

土木学会論文集 (Doboku Gakkai rombunshū) - v. 1990, n. 416 (avril 1990)

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.