土木学会論文集 (Doboku Gakkai rombunshū) - v. 1995, n. 525 (Oktober 1995)

Erschienen:	Oktober 1995

Artikel in dieser Ausgabe

Autor(en)	Titel	Seite(n)
Miyata, Toshio / Yamada, Hitoshi / Kazama, Kohji	Aeroelastic Design Consideration Of Very Long Span Suspension Bridges By Mode Shape Control	191-200
Takemiya, Hirokazu / Suda, Kiyotaka / Ono, Masaki	Along-axis Seismic Behavior Of Shield Tunnels In Irregular Alluvium On Halfspace Soil	341-344
Takemiya, Hirokazu / Horiuchi, Shin	An Approximation To Strip Impulse Response of A Halfspace And Interpretation of Dssi From Wave Scattering/propagation	345-349
Okura, Ichiro / Shiozaki, Tetsuya / Fukumoto, Yuhshi / Nanjyo, Atushi	Arrangement Of Stud Shear Connectors To Reduce Fatigue Cracking At The Top Of Vertical Stiffeners	97-108
Miyasaka, Takaaki / Miura, Fusanori / Hirata, Daizou	Behavior Of High Ductility Aseismic Joint Spliced Piles Subjected To Liquefaction-induced Large Ground Displacements	287-298
Miwa, Masahiro / Hasebe, Norio / Nakashima, Masaki / Nakamura, Takuji	Branching Problem Of Crack And Debonding At An End Of Stiffened Boundary For Thin Plate Bending	27-38
Hayashi, Masa / Watanabe, Chikara	Buckling Analysis Of Thin-walled Structures By Finite Node-strip Method	17-26
Takahashi, Kazuo / Matsuno, Susumu / Kamata, Tomoyuki / Machida, Kenichiro	Chaotic Vibration of a Small Sag Cable Under Sinusoidally Time-varying Load	181-190
Miyawaki, Kojiro / Toki, Kenzo	Considerations By Wavelet Analysis For Earthquake Waves	261-274
Banno, Shigeru / Usami, Tsutomu / Mizuno, Eiji	Cyclic Elasto-plastic Finite Displacement Analysis Of Plates With Modified Two-surface Model	1-15
Yamazaki, Fumio / Katayama, Tsuneo / Noda, Shigeru / Yoshikawa, Yoichi / Otani, Yasuaki	Development Of Large-scale City-gas Network Alert System Based On Monitored Earthquake Ground Motion	331-340
Hiejima, Shinji / Kimura, Kichiro / Fujino, Yozo / Nomura, Takashi	An Experimental Study On The Control of The Vortex-induced Vibration of A Circular Cylinder By Acoustic Excitation	171-179
Endo, Takeo / Matsumoto, Tsuyoshi / Tsukahara, Hiromitsu / Miki, Chitoshi	Fatigue of Cable Anchorage of Large Cable Stayed Bridge	319-330
Zui, Hiroshi / Shinke, Tohru / Hamazaki, Yoshihiro	Improved Practical Formulas for Estimation of Cable Tension By Vibration Method	351-354
Enomoto, Kakuwo / Niinobe, Yasuo	A Method Of Sensitivity Analysis Based On The Characteristics Of Sensitivity Coefficients Of Framed Structures	127-137
Kurita, Tetsushi / Nakase, Hitoshi / Annaka, Tadashi / Shimada, Masayoshi / Fujitani, Masahiro	Numerical Simulation For Shaking Table Model Tests Of Caisson Revetment By Distinct Element Method	299-308
Sato, Tadanobu / Toki, Kenzo / Mochizuki, Toshihiro / Yoshikawa, Masaaki	Open-closed Loop Control Of Seismic Response Of Structures With Active Mass Driver System	201-211
Okabayasi, Takatosi / Kawakado, Shouji / Yosida, Keizou	Probabilistic Analysis Of Multi-spanned Continuous Beams Subjected To Stochastically Distributed Load	117-126
Usami, Tsutomu / Suzuki, Moriaki / Ge, Hanbin / Mamaghani, Iraj H. P.	A Proposal For Check Of Ultimate Earthquake Resistance Of Partially Concrete Filled Steel Bridge Piers	69-82
Suzuki, Takeyasu / Tamura, Choshiro	Proposal Of A Seismic Isolation Structure For Urban Tunnels And The Method To Evaluate Its Isolation Effects	275-285
Usami, Tsutomu / Suzuki, Toshimitsu / Itoh, Yoshito	Pseudo-dynamic Tests Of Concrete-filled Steel Columns With Prototype Details	55-67
Hirao, Kiyoshi / Sasada, Shuuji / Nariyuki, Yoshifumi / Sawada, Tsutomu / Kawabata, Shigeki	Required Yield Strength Ratio Spectrum And Its Application For Verification Of Seismic Safety Of A Structure Excited By Severe Earthquake Motions	213-225
Kawashima, Kazuhiko / Hoshikuma, Jun-Ichi / Unjoh, Shigeki	A Seismic Evaluation Method For Reinforced Concrete Bridge Piers With Inadequate Anchoring Length At Termination Of Main Reinforcements	83-95
Kurita, Tetsushi / Matsui, Kunihito	Sensitivity Analysis On Model Parameter Errors And Measurement Noises In Frequency Domain Identification Problems	163-170
Kimono, Junji / Suzuki, Makoto	Simulation Of Stochastic Waves By Hybrid Method Of Kalman Filter And Kriging Techniques	153-161
Konno, Katsuaki / Ohmachi, Tatsuo	A Smoothing Function Suitable For Estimation Of Amplification Factor Of The Surface Ground From Microtremor And Its Application	247-259
Liou, Ming-Chung / Miki, Chitoshi	A Study On Generating Mechanism Of Ultrasonic Tip Echo Reflected From The Sharp Tips Of A Flaw	109-116
Hoshikawa, Tastuo / Ishikawa, Nobutaka / Hikosaka, Hiroshi / Abe, Sohei	A Study On The Dynamic Ultimate Limit State Of Steel Pipe Flexural Member	139-152
Takemiya, Hirokazu / Wang, Haibo	Transversal Seismic Analysis Of Shield Tunnels In Layered Halfspace Soils	227-235
Sonoda, Keiichiro / Kitoh, Hiroaki / Yanagihara, Yasuo	Ultimate Strength Of The Skin Steel Plates Under Compression In Steel-concrete Sandwich Members	39-53
Takemiya, Hirokazu / Sukeyasu, Yoshiki	Wave Motions During Soil-structure Interaction By Time Domain Bem	237-245
Wu, Chong / Watanabe, Eiichi / Utsunomiya, Tomoaki	Wave Response Analysis Of A Flexible Floating Structure By A Simple Beam Model	309-317

Über diese
Datenseite
IssueID
59009
Veröffentlicht am:
24.08.2021
Geändert am:
24.08.2021

Anzeige

Structurae kooperiert mit

International Association for Bridge and Structural Engineering (IABSE)

Anzeige

土木学会論文集 (Doboku Gakkai rombunshū) - v. 1995, n. 525 (Oktober 1995)

Artikel in dieser Ausgabe

Sie haben Ihr monatliches Download-Limit überschritten!

Structurae Plus-Abonnent·innen können 30 Medien bzw. Datensätze pro Monat herunterladen.
Structurae Pro-Nutzer·innen sind auf 50 beschränkt.

Pflichtangaben

土木学会論文集 (Doboku Gakkai rombunshū) - v. 1995, n. 525 (Oktober 1995)

Artikel in dieser Ausgabe

Sie haben Ihr monatliches Download-Limit überschritten! Structurae Plus-Abonnent·innen können 30 Medien bzw. Datensätze pro Monat herunterladen. Structurae Pro-Nutzer·innen sind auf 50 beschränkt.

Pflichtangaben

Sie haben Ihr monatliches Download-Limit überschritten!

Structurae Plus-Abonnent·innen können 30 Medien bzw. Datensätze pro Monat herunterladen.
Structurae Pro-Nutzer·innen sind auf 50 beschränkt.