土木学会論文集 (Doboku Gakkai rombunshū) - v. 2001, n. 682 (juillet 2001)

Publié:	juillet 2001

Articles dans ce numéro

Auteur(s)	Titre	Page(s)
Xu, Bin / Wu, Zhishen / Yokoyama, Koichi / Harada, Takao	Adaptive Localized Control Of Structure-actuator Coupled System Using Multi-layer Neural Networks	1-13
Honda, Riki / Sawada, Sumio	Applicability Of The Non-stationary Complex Stiffness Estimation Method Using Complex Envelope	245-256
Miura, Fusanori / Zhu, Yuan-Yuan	Critical Load Of A Single Pile With Initial Horizontal Displacement In Elastic Ground	143-153
Shoji, Gaku / Kawashima, Kazuhiko / Saito, Atsushi	Cyclic Loading Test To Clarify Nonlinear Behavior Of An Isolated Bridge Supported By High Damping Rubber Bearings	81-100
Chikata, Yasuo / Matsushima, Manabu / Unezaki, Seishi	Decision Making On Repair Timing Of Concrete Structure Based On Psychological Influence	289-298
Nojima, Nobuoto / Sugito, Masata / Kanazawa, Nobuharu	Decision Support Model For Post-earthquake Emergency Management Based On Sequential Data Processing Of Damage Information	129-142
Takada, Shiro / Kitada, Takahiro	Development Of Simplified Method Evaluating Local Vulnerability To Seismic Disaster Based On Qualification Theory	31-40
Miura, Fusanori / Zhu, Yuan-Yuan	The Effect Of Boundary Condition At Pile Head Of A Pile On The Critical Load Subjected To Lateral Ground Displacement	155-164
Okura, Ichiro / Ohno, Masaru	Effects Of Cyclic Plastic Strains On High-cycle Fatigue Strenghth Of Structural Steels	359-371
Kiyono, Junji / Toki, Kenzo / Usuda, Toshiyuki / Ohta, Yutaka	Engineering Characterization Of Instrumental Seismic Intensitiy And Importance Of Introducing Multi-valued Seismic Intensitiy	267-278
Kamiyama, Makoto / Satoh, Tsutomu / Suzuki, Takeyasu	Engineering Effects Of Short-period Surface Waves In Laterally Inhomogeneous Ground	225-243
Matsui, Kazumi / Terada, Kenjiro / Kyoya, Takashi / Iwakuma, Tetsuo	Estimate Of The Macroscopic Yield Surface For The Elastic-plastic Composite Materials	335-346
Watanabe, Gakuho / Kawashima, Kazuhiko	Evaluation Of Force Reduction Factor In Seismic Design	115-128
Yamada, Kentaro / Kim, In-Tae / Ito, Kenichi	Fatigue Behavior Of Inclined Non-load-carrying Fillet Welded Joints	383-390
Morichi, Shigeaki / Kawana, Futoshi / Nakazawa, Gendai / Siroto, Yoshitaka	A Method Of Conducting Model Experiments On Wave Propagation Phenomena Caused By Irregular Ground	71-80
Nakajima, Akinori / Doki, Hiroyuki / Saiki, Isao	Nonlinear Simulation Method For Vehicle-bridge Vibrational Problem	391-398
Sugimoto, Hiroyuki / Sudo, Satoshi / Goto, Akira / Watanabe, Tadatomo / Tamura, Tohru	On Quantification Of User Cost Of Bridges In Hokkaido And Their Application	347-357
Sakai, Hisakazu	Parameter Estimation For Nonlinear Dynamic Ground Properties Using Genetic Algorithm For Backward Calculation Of Incident Seismic Wave	165-175
Asazu, Naoki / Unjoh, Shigeki / Hoshikuma, Jun-Ichi / Kondoh, Masuo	Plastic Hinge Length Of Reinforced Concrete Columns Based On The Buckling Characteristics Of Longitudinal Reinforcement	177-194
Kaito, Kiyoyuki / Abe, Masato / Fujino, Yozo	Quantification Of Change Of Vibration Characteristics Caused By Uncertainty And Its Application To Significance Testing	399-414
Nogami, Kuniei / Saito, Kazunori / Nagai, Masatsugu / Fujino, Yozo	Rational Allocation of Safety Factor of Cables, Hangers and Towers in a Super Long-Span Suspension Bridge	323-334
Morichi, Sigeaki / Kawana, Futoshi / Kimizima, Nobuo	A Ray Theoretical Examination Of Love Wave Propagation Through An Elastic Layer On A Rigid Base	421-426
Thomure, Jeffrey / Bolander, John / Kunieda, Minoru	Reducing Mesh Bias On Fracture Within Rigid-body-spring Networks	15-23
Okura, Ichiro / Ohno, Masaru / Yamada, Yasunori	Relation Between Cyclic Plastic Strains And Decrease In Fracture Toughness Of Structural Steels	279-288
Yamauchi, Hiroshi / Yamazaki, Fumio / Wakamatsu, Kazue / Shabestari, Khosrow T.	Relationship Between Geomorphological Land Classification And Spectrum Amplification Ratio Derived From Attenuation Relations	195-205
Kenmotsu, Yasunobu / Kawashima, Kazuhiko	Seismic Performance Of Hollow Reinforced Concrete Columns With Densely Confined Zones	57-69
Yoneda, Keita / Kawashima, Kazuhiko / Shoji, Gaku	Seismic Retrofit Of Circular Reinforced Bridge Columns By Wrapping Of Carbon Fiber Sheets	41-56
Yamamoto, Kinya / Hoshiya, Masaru / Ohno, Haruo	Seismic Risk Analysis Of Lifeline System With Redundancy Index	373-382
Hamada, Junji / Sugano, Takahiro / Uwabe, Tatsuo / Ueda, Shigeru / Yokota, Hiroshi	Shaking Table Tests For Dynamic Response Of A Wharf With Coupled Batter Piles	101-113
Sawada, Tsutomu / Hirao, Kiyoshi / Tsujthara, Osamu / Mikami, Atsushi	A Simulation Method Of Earthquake Ground Motions On Engineering Bedrock Based On Attenuation Of Peak Values	311-322
Mikami, Atsushi / Konagai, Kazuo / Sawada, Tsutomu	Stiffness Design Of Isolation Rubber For Center Columns Of Tunnel	415-420
Nakajima, Akinori / Fukuda, Jun / Saiki, Isao / Iwakuma, Tetsuo	A Study On Effect Of Geometrical And Material Nonlinearity On Seismic Behavior Of Steel Pier	427-432
Natori, Toru / Nishikawa, Kazuhiro / Murakoshi, Jyun / Ohno, Takashi	Study On Restrengthenning Of Corroded Steel Bridge Members	207-224
Takemiya, Hirokazu / Satonaka, Shuhei / Xie, Wei-ping	Train Track-ground Dynamics Due To High Speed Moving Source And Ground Vibration Transmission	299-309
Konagai, Kazuo / Johansson, Jörgen	Two Dimensional Lagrangian Particle Finite Difference Method For Modeling Large Soil Deformations	25-30
Hasegawa, Hirotada / Yamazaki, Fumio / Matsuoka, Masashi	Visual Detection Of Building Damage Due To The 1995 Hyogoken-nanbu Earthquake Using Aerial Hdtv Images	257-265

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59166
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. 2001, n. 682 (juillet 2001)

Articles dans ce numéro

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土木学会論文集 (Doboku Gakkai rombunshū) - v. 2001, n. 682 (juillet 2001)

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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