DEVELOPMENT AND VERIFICATION OF SEISMIC RESPONSE ANALYSIS METHOD OF LAYERED ROCK MASS BY USING HOMOGENIZATION METHOD

2021 ◽  
Vol 77 (4) ◽  
pp. I_394-I_405
Author(s):  
Koto ITO ◽  
Masaaki WANI ◽  
Seiji SAITO ◽  
Shun SUZUKI ◽  
Kenjiro TERADA
Keyword(s):  
Rock Mass ◽  
Seismic Response ◽  
Homogenization Method ◽  
Response Analysis ◽  
Analysis Method ◽  
Seismic Response Analysis ◽  
Layered Rock ◽  
Layered Rock Mass

scholarly journals Proving Test on Seismic Reliability of Piping System with Energy Absorbing Supports. (Verification of Seismic Response Analysis Method of Piping System).

1998 ◽  
Vol 41 (2) ◽  
pp. 192-198 ◽  
Author(s):  
Kohei SUZUKI ◽  
Youichi SASAKI ◽  
Hiroshi ABE ◽  
Katsuhiko KURODA ◽  
Yoshio NAMITA ◽  
...  
Keyword(s):  
Seismic Response ◽  
Response Analysis ◽  
Piping System ◽  
Analysis Method ◽  
Seismic Response Analysis ◽  
Seismic Reliability ◽  
Energy Absorbing

scholarly journals Seismic Response Analysis of Shaft Tower Based on The Interaction of Soil-Well Bore-Shaft Tower

2021 ◽  
Vol 943 (1) ◽  
pp. 012024
Author(s):  
L T Han ◽  
Y P Su ◽  
J W Chen ◽  
N Ge
Keyword(s):  
Seismic Response ◽  
Response Analysis ◽  
Rigid Foundation ◽  
Well Bore ◽  
Analysis Method ◽  
Analysis Model ◽  
Seismic Response Analysis ◽  
Element Analysis ◽  
Finite Element Analysis Method ◽  
The Finite Element Analysis

Abstract To study the influence of soil-well bore-shaft tower interaction on the seismic response of the shaft tower. A numerical analysis model of rigid foundation (without considering the interaction of soil-well bore-shaft tower ) and II site considering soil-well bore-shaft tower interaction is established by the finite element analysis method. The mode period, tower layer displacement and inter-story displacement of shaft tower are analyzed. The results show that, compared with rigid foundation, considering the interaction of soil-well bore-shaft tower, the mode period of the system is prolonged, the tower layer displacement and inter-story displacement of the shaft tower is enlarged. In the engineering design of shaft tower, the influence of the soil-well bore-shaft tower interaction on the seismic response of the shaft tower cannot be ignored.

Investigation of elasto-plastic seismic response analysis method for complex steel bridges

2014 ◽  
Vol 7 (3) ◽  
pp. 333-347 ◽  
Author(s):  
Zhanzhan Tang ◽  
Xu Xie ◽  
Yan Wang ◽  
Junzhe Wang
Keyword(s):  
Seismic Response ◽  
Steel Bridges ◽  
Response Analysis ◽  
Analysis Method ◽  
Seismic Response Analysis
Sign in / Sign up

Export Citation Format

Share Document