scholarly journals DEVELOPMENT OF EARTHQUAKE RESPONSE ANALYSIS METHOD FOR LARGE-SCALE SOIL AND COMPLEX STRUCTURE INTERACTION PROBLEM WITH HIGH FIDELITY MODEL

2014 ◽  
Vol 70 (2) ◽  
pp. I_613-I_620
Author(s):  
Seizo TANAKA ◽  
Tsuyoshi ICHIMURA ◽  
Muneo HORI ◽  
Maddegedara L. L. WIJERATHNE
Keyword(s):  
Large Scale ◽  
Complex Structure ◽  
Earthquake Response ◽  
Response Analysis ◽  
High Fidelity ◽  
Analysis Method ◽  
Structure Interaction ◽  
Earthquake Response Analysis ◽  
Fidelity Model ◽  
Interaction Problem

Large-Scale Seismic Response Analysis of a Super-High-Rise-Building Fully Considering the Soil–Structure Interaction Using a High-Fidelity 3D Solid Element Model

2016 ◽  
Vol 10 (05) ◽  
pp. 1640014 ◽  
Author(s):  
Tomoshi Miyamura ◽  
Seizo Tanaka ◽  
Muneo Hori
Keyword(s):  
Wave Propagation ◽  
Soil Structure ◽  
Large Scale ◽  
Soil Structure Interaction ◽  
Response Analysis ◽  
High Fidelity ◽  
Seismic Response Analysis ◽  
Structure Interaction ◽  
High Rise ◽  
Propagation Analysis

In the present study, a large-scale seismic response analysis of a super-high-rise steel frame considering the soil–structure interaction is conducted. A high-fidelity mesh of a 31-story super-high-rise steel frame and the ground underneath it, which is made completely of hexahedral elements, is generated. The boundary conditions that are consistent with the solution of the one-dimensional (1D) wave propagation analysis are imposed on the side and bottom surfaces of the ground. The waves are assumed to propagate in the vertical direction. The 1D wave propagation analysis is conducted under the excitation of the JR Takatori record of the 1995 Hyogoken-Nanbu earthquake. The parallel large-scale analysis is performed using the K computer, which is one of the fastest supercomputers in the world. The results of the models with and without the ground are compared, which reveals that the results obtained by these two models are very similar because the ground is assumed be sufficiently hard in the present study.

scholarly journals EARTHQUAKE RESPONSE ANALYSIS METHOD FOR COMPOSITE FOUNDATION OF WALL AND PILE

1992 ◽  
Vol 437 (0) ◽  
pp. 41-49
Author(s):  
Kiyoshi MASUDA ◽  
Kenji MIURA ◽  
Kenji URAO ◽  
Yuji MIYAMOTO ◽  
Eiji KITAMURA ◽  
...  
Keyword(s):  
Composite Foundation ◽  
Earthquake Response ◽  
Response Analysis ◽  
Analysis Method ◽  
Earthquake Response Analysis

scholarly journals STUDY ON EARTHQUAKE RESPONSE ANALYSIS METHOD FOR COMPOSITE FOUNDATION OF WALL AND PILE GROUP

1998 ◽  
Vol 63 (506) ◽  
pp. 109-116 ◽  
Author(s):  
Atsunobu FUKUOKA ◽  
Yuji MIYAMOTO ◽  
Yuji SAKO ◽  
Mamoru FURUE ◽  
Naohito ADACHI ◽  
...  
Keyword(s):  
Pile Group ◽  
Composite Foundation ◽  
Earthquake Response ◽  
Response Analysis ◽  
Analysis Method ◽  
Earthquake Response Analysis
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