scholarly journals SEISMIC RESPONSE ANALYSIS OF WOODEN STRUCTURE WITH PASSIVE CONTROL SYSTEM USING FRAME MODEL

2011 ◽  
Vol 76 (661) ◽  
pp. 609-618
Author(s):  
Kazuhiro MATSUDA ◽  
Kazuhiko KASAI ◽  
Hiroyasu SAKATA
Keyword(s):  
Control System ◽  
Seismic Response ◽  
Passive Control ◽  
Response Analysis ◽  
Seismic Response Analysis ◽  
Frame Model ◽  
Wooden Structure

scholarly journals SEISMIC RESPONSE ANALYSIS BY PLANE FRAME MODEL OF HIGH-RISE BUILDINGS SUBJECTED TO GROUND MOTIONS PREDICTED FOR UEMACHI FAULT

2010 ◽  
Vol 16 (32) ◽  
pp. 75-80
Author(s):  
Zhongyu SU ◽  
Kotaro SATO ◽  
Hidenori KAWABE ◽  
Keiichiro SUITA ◽  
Yasuhiro HAYASHI ◽  
...  
Keyword(s):  
Seismic Response ◽  
Ground Motions ◽  
Response Analysis ◽  
Seismic Response Analysis ◽  
Frame Model ◽  
High Rise ◽  
Plane Frame

SEISMIC RESPONSE ANALYSIS OF THE BUILDING FOUNDATION BASED ON THE DEFORMATION PERFORMANCE TESTS OF PHC-PILE

1999 ◽  
Vol 5 (9) ◽  
pp. 71-76
Author(s):  
Takao MATSUMURA ◽  
Shinichiro ASANO ◽  
Jun YAMADA ◽  
Masao KOBA ◽  
Koji ITO ◽  
...  
Keyword(s):  
Seismic Response ◽  
Response Analysis ◽  
Performance Tests ◽  
Seismic Response Analysis ◽  
Building Foundation

Elastic-Plastic Seismic Response Analysis on the Special-Shaped Chimney

2014 ◽  
Vol 711 ◽  
pp. 520-524 ◽  
Author(s):  
Huan Qin Liu ◽  
Wei Bin Li ◽  
Ruo Yang Wu ◽  
Lin Fei Yan
Keyword(s):  
Seismic Response ◽  
Dynamic Performance ◽  
Response Analysis ◽  
Seismic Response Analysis ◽  
Elastic Plastic ◽  
Loading Mode ◽  
Loading Patterns ◽  
Displacement Angle

Based on one 240-meter-high special-shaped RC chimney, the structure’s dynamic performance and elastic-plastic seismic response analysis has been studied in detail. From the analysis, it demonstrates the weak areas in the chimney. The interlayer displacement angle about corresponding performance points under four kinds of loading mode were also acuired, and the response of four loading patterns were analyzed.

Seismic Response Analysis of Soil-Structure Interaction on Base Isolation Structure

2013 ◽  
Vol 663 ◽  
pp. 87-91
Author(s):  
Ying Bo Pang
Keyword(s):  
Finite Element ◽  
Seismic Response ◽  
Soil Structure ◽  
Base Isolation ◽  
Soil Structure Interaction ◽  
Response Analysis ◽  
Analysis Model ◽  
Seismic Response Analysis ◽  
Structure Interaction ◽  
Calculation Results

As an effective way of passive damping, isolation technology has been widely used in all types of building structures. Currently, for its theoretical analysis, it usually follows the rigid foundation assumption and ignores soil-structure interaction, which results in calculation results distortion in conducting seismic response analysis. In this paper, three-dimensional finite element method is used to establish finite element analysis model of large chassis single-tower base isolation structure which considers and do not consider soil-structure interaction. The calculation results show that: after considering soil-structure interaction, the dynamic characteristics of the isolation structure, and seismic response are subject to varying degrees of impact.

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