Výsledky vyhledávání

Effect of Inertial and Kinematic Interaction on Seismic Behavior of Various Types of Structures

Autor: Takayoshi Nishimura, Yuta Nogami, Yoshitaka Murono, Akihiro Toyooka

Publikováno v: Quarterly Report of RTRI. 53:93-101

Both inertial force of structure and ground deformation can affect the dynamic behavior of a bridge pier. This study uses static and dynamic analyses to examine the effect of the response of upper structure and soil deformation on the overall behavio

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::1dc141c8f608532f7cc1e70ad0c00aa0
https://doi.org/10.2219/rtriqr.53.93

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EVALUATION METHOD OF SEISMIC SITE AMPLIFICATION CONSIDERING PREDOMINANT PERIODS OF SUBSURFACE SOIL AND BEDROCK MOTION

Autor: Yuta Nogami, Yoshitaka Murono, Kimitoshi Sakai, Hitoshi Morikawa

Publikováno v: Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE)). 68:191-202

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::38af5555a14d39165c9c9ad191a0ebe3
https://doi.org/10.2208/jscejseee.68.191

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Seismic p-y Model of Pile Foundation Taking into Account Soil-Nonlinearity

Autor: Hidetoshi Nishioka, Yoshitaka Murono, Yuta Nogami

Publikováno v: Quarterly Report of RTRI. 52:45-50

It is well known that the earthquake response of a pile-supported structure is strongly affected by dynamic soil-pile interaction. When the structure is subjected to severe ground motion, the soil behaves in a nonlinear manner. Two kinds of soil nonl

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::bd8d6d40848b74c94b9c9ddb1642f808
https://doi.org/10.2219/rtriqr.52.45

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SIMPLE METHOD TO PREDICT OUTLINE OF SEISMIC DAMAGES OF RAILWAY STRUCTURES AND RUNNING VEHICLES

Autor: Takehumi Miyamoto, Yuta Nogami, Yoshitaka Murono

Publikováno v: Doboku Gakkai Ronbunshuu A. 66:535-546

本研究では，広域な鉄道システムの地震時安全性に関するスクリーニングを目的として，想定される地震に対して構造物の損傷及び車両の走行安全性を統一的な指標で連続的に評価する�

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::fd52de9657aef06e7262940c0ee3023e
https://doi.org/10.2208/jsceja.66.535

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ESTIMATION OF NON-FLAT SUB-SURFACE STRUCTURE BY USING SOME GEOPHYSICAL EXPLORATIONS AND ITS APPLICATION TO SEISMIC DESIGN

Autor: Tsutomu Sato, Hitoshi Morikawa, Yoshitaka Murono, Chika Takahashi, Yuta Nogami, Kimitoshi Sakai

Publikováno v: Doboku Gakkai Ronbunshuu A. 65:1006-1015

耐震設計では，特に不整形地盤などの特殊な地盤条件では，正確な浅部地下構造を求め，表層地盤の地震時挙動を適切に評価した上で構造物を設計することが重要である．地下構造を推�

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::bc3bb910245b7040e8a75a487c94890f
https://doi.org/10.2208/jsceja.65.1006

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Nonlinear Hysteresis Model Considering Strength Degradation by Cyclic Loading for RC Members

Autor: Yoshitaka Murono, Yuta Nogami, Tsutomu Sato

Publikováno v: Quarterly Report of RTRI. 49:227-231

It is well known that the strength of reinforced concrete columns is degraded by cyclic loading, particularly in the post-peak region. In examining the seismic safety of RC structures, it is important to conduct dynamic response analysis that conside

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::7ad13d4b82da5a3892d9db7ce01e8e11
https://doi.org/10.2219/rtriqr.49.227

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