土木学会論文集 (Doboku Gakkai rombunshū) - v. 1984, n. 350 (octobre 1984)

Publié:	octobre 1984

Articles dans ce numéro

Auteur(s)	Titre	Page(s)
Nagashima, Fumio / Itoh, Fumihito	Analysis With Rigid Body-spring Model On Slipping Behavior In Friction-type Bolted Joints	341-350
Kawashima, Kazuhiko / Aizawa, Koh	Attenuation Of Earthquake Response Spectra Based On Multiple Regression Analysis Of Japanese Strong Motion Data	181-186
Tan, Kiang Hwee / Hasegawa, Akio / Nishino, Fumio	A Combined Upper And Lower Bound Analysis And Its Applications	125-133
Oishi, Hiroshi / Sekiguchi, Koji	Considerations On Strain-occurance Mechanism Of Underground Pipelines During Earthquakes	227-236
Suzuki, Hiroyuki / Horikawa, Kohsuke	Deformation Behaviors Of Plates Welded Under Loading	237-242
Kobayashi, Shoichi	Developments In Integral Equation Methods (boundary Element Methods)	9-22
Ohtsu, Masayasu / Hirashima, Ken-Ichi / Achenbach, Jan. D.	Dynamic Response on the Surface of an Elastic Half-Space Under the Buried Line Sources	371-373
Ohtsuki, Akira / Tazoh, Takashi / Shimizu, Katsumi	Effect Of Lateral Inhomogeneity On Seismic Waves And Ground Strains	291-300
Sato, Hiroshi / Katsuki, Satoshi / Ishikawa, Nobutaka	Elastic-plastic Analysis Of Plane Buried Pipelines Under Forced Ground Deformation	217-226
Usami, Tsutomu / Fukumoto, Yuhshi / Aoki, Tetsuhiko / Matsukawa, Akio	Experimental Study On Eccentrically Loaded Stiffened Box Columns	197-205
Ohno, Tomonori / Nishioka, Takashi	An Experimental Study On Energy Absorption Capacity of Columns In Reinforced Concrete Structures	23-33
Nakai, Hiroshi / Kitada, Toshiyuki / Ohminami, Ryoichi / Fukumoto, Kazuhiro	Experimental Study On Shear Strength Of Horizontally Curved Plate Girders	281-290
Akashi, Shigeo	Fatigue Crackings And Their Researches Of Welded Structures	1-7
Miki, Chitoshi / Yamada, Kentaro / Sakai, Yoshinaga / Kikuchi, Yoichi	Fatigue of Tensile Plate with Gussets and Stop Holes as Crack Arrest	375-376
Maeda, Yukio / Okura, Ichiro	Fatigue Strength Of Plate Girder In Bending Considering Out-of-plane Deformation Of Web	35-45
Hiwatashi, Shigeru / Kuranishi, Shigeru	The Finite Displacement Behavior Of Horizontally Curved Elastic I-section Plate Girders Under Bending	59-69
Hirashima, Ken-Ichi / Negishi, Yoshikazu	Formulation Of A Beam Theory Due To Higher-order Approximation And Accuracy Of Typical Beam Theories	187-196
Hirashima, Ken-iehi / Negishi, Yoshikazu	Formulation Of General Higher-order Theory Of Plates Based On Stress And Displacement Assumptions	351-354
Takatani, Tomiya / Kitamura, Yasutoshi / Sakurai, Shunsuke	Fundamental Solutions For Steady State Dynamic Problems In An Elastic Half-space And A Consideration On Their Applicability	363-366
Hoshiya, Masaru / Saito, Etsuro	Identification Of Dynamic Properties Of A Building By The Ek-wgi Method On Microtremor Records	263-270
Sakamoto, Kenji / Yasuda, Masahiko / Fukazawa, Makoto / Miki, Chitoshi	An Investigation On Fatigue Strength For Transverse Chord of Stiffening Truss	157-167
Yoshikawa, Masaaki / Iemura, Hirokazu	Model Vibration Test For Nonlinear Interaction Of Ground-tank-liquid System	243-252
Chou, Takashi	On Applications Of Bayes' Theorem	301-310
Asano, Teruo / Satake, Masao	On Seismic Response Characteristics Of Caisson-pier	177-180
Yoda, Teruhiko / Shimizu, Hiroyuki / Hirashima, Masaharu	On The Simplified Design Method For Intermediate Diaphragms In Steel Box Girder Bridges	169-172
Ishikawa, Nobutaka / Mihara, Tetsuji / Katsuki, Satoshi / Furukawa, Kohei	Optimal Design Of Skeletal Structures Under Elastic And Plastic Design Criteria	97-104
Ishikawa, Nobutaka / Katsuki, Satoshi / Mihara, Tetsuji / Furukawa, Kohei	Optimal Elastic-plastic Design Of Truss By Selecting The Yielding Members	321-329
Ohtsuka, Hisanori / Ohta, Toshiaki / Imai, Fujio	Optimum Anchoring for Long Span Cable-Stayed Bridges	87-95
Ohkubo, Sadaji / Taniwaki, Kazuhiro	Optimum Design Of Truss By Dual Approach And Element Suboptimization	331-340
Takahashi, Kazuo / Tagawa, Masaru / Sato, Hideo	Out-of-plane Vibrations of Suspended Cables Under Inplane Forcing	355-358
Hoshiya, Masarv / Tsujita, Mitsuru / Kashiide, Masato / Nagata, Shigeru	Probabilistic Assessment Of Sloshing Analysis Using A Fault Dislocation Model	311-319
Nishino, Fumio / Sato, Naotsugu / Hasegawa, Akio / Inoue, Junzo	A Probabilistic Basis For Fractile-based Structural Design	135-145
Yoshida, Iwao / Muguruma, Skinichi / Higuchp, Kohzo	Seismic Analysis Of High Pier Viaduct With Highway And Railway	147-156
Takemiya, Hirokazu / Shimada, Toshiki	Seismic Analysis Of Multi-span Continuous Girder Bridge With Emphasis On Soil-foundation-superstructure Interaction	77-85
Zui, Hiroshi / Shinke, Tohru	Seismic Response Analysis Of Cylindrical Tanks With Initial Imperfections	207-216
Kawakami, Hideji / Tasaki, Shinichi	Simplified Analysis Of Dynamical Ground Compliance For Arbitrary-shaped Rigid Foundation	253-262
Sugito, Masata / Goto, Hisao / Aikawa, Fumihiro	Simplified Separation Technique Of Body And Surface Waves In Strong Motion Accelerograms	71-76
Honda, Hideyuki / Kobori, Tameo / Yamada, Yoshikazu	Some Considerations On Dynamic Effect Of Highway Steel Girder Bridges Under Moving Vehicles	359-362
Kamiyama, Makoto	A Statistical Analysis Of Duration And Its Related Parameters With Emphasis On Soil Conditions	271-280
Milutinovic, Zoran / Kameda, Hiroyuki	Statistical Model For Estimation Of Inelastic Response Spectra	105-114
Fujii, Fumio	Stress Flow Of Membrane Effect In Point-loaded Reinforced Concrete Slabs	173-176
Iida, Masahiro / Hakuno, Motohiko	Study On Complexity Of Large Earthquakes	47-57
Mikami, Ichizou / Nakai, Hiroshi / Kotoguchi, Hisao	A Study on Lateral Buckling Strength and Design Aid for Horizontally Curved I -Girder Bridges	367-369
Kuranishi, Shigeru / Yabuki, Tetsuya	Ultimate Strength Design Criteria For Two-hinged Steel Arch Structures	115-123

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58833
Publié(e) le:
24.08.2021
Modifié(e) le:
24.08.2021

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土木学会論文集 (Doboku Gakkai rombunshū) - v. 1984, n. 350 (octobre 1984)

Articles dans ce numéro

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土木学会論文集 (Doboku Gakkai rombunshū) - v. 1984, n. 350 (octobre 1984)

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.

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