Seismic response analysis in the southern part of the historic centre of the City of L’Aquila (Italy)

2016 ◽  
Vol 88 ◽  
pp. 256-264 ◽  
Author(s):  
A. Ferraro ◽  
S. Grasso ◽  
M. Maugeri ◽  
F. Totani
Keyword(s):  
Seismic Response ◽  
Response Analysis ◽  
Seismic Response Analysis ◽  
Historic Centre ◽  
The City

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

Seismic Response Analysis on a Steel-Concrete Hybrid Structure

2009 ◽  
pp. 227-233 ◽  
Author(s):  
Zeliang Yao ◽  
Guoliang Bai
Keyword(s):  
Seismic Response ◽  
Hybrid Structure ◽  
Response Analysis ◽  
Seismic Response Analysis

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.

Seismic Response Analysis of Multispan Bridge Using FEM

ICCTP 2010 ◽  
2010 ◽  
Author(s):  
Zhan Chen ◽  
Xiedong Zhang
Keyword(s):  
Seismic Response ◽  
Response Analysis ◽  
Seismic Response Analysis

scholarly journals Vibrational Characteristics and Seismic Response Analysis of Column Group in Liquid

1981 ◽  
Vol 24 (197) ◽  
pp. 1994-2002 ◽  
Author(s):  
Katsuhisa FUJITA
Keyword(s):  
Seismic Response ◽  
Response Analysis ◽  
Seismic Response Analysis ◽  
Vibrational Characteristics ◽  
Column Group
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