Study on shock absorption performance and damage of a new staggered story isolated system-Reference-Cited by-同舟云学术

Study on shock absorption performance and damage of a new staggered story isolated system

Published:2022-01-07 Issue:5 Volume:25 Page:1136-1147
ISSN:1369-4332
Container-title:Advances in Structural Engineering
language:en
Short-container-title:Advances in Structural Engineering

Author:

Zhang Yafei¹^ORCID,Liu Dewen²,Fang Sitong²,Lei Min³,Zhu Zehua²,Liao Wenyuan²

Affiliation:

1. School of Civil Engineering, Tianjin University, Tianjin, China

2. College of Civil Engineering, Southwest Forestry University, Kunming, China

3. College of Civil Engineering, Southwest Jiaotong University, Chengdu, China

Abstract

The new staggered story isolated system is developed according to the base isolated system and the mid-story isolated system. Non-linear finite element model of an eighteen stories new staggered story isolated structure is established. For a comparative analysis, the models of a base isolated structure, a mid-story isolated structure, and an aseismic structure are also established, and their shock absorption performances and damages are analyzed for comparison. The results indicate that the new staggered story isolated structure has a small seismic response, good shock absorption performance which is feasible for application. Besides, the shock absorption performance of the new staggered story isolated structure is a little worse than the base isolated structure but slightly better than the mid-story isolated structure. The bottom of core tube and the story below the frame isolated story have large acceleration response which needs to be paid more attention in design.

Funder

National Natural Science Foundation of China

High-level Talents Support Plan for “Ten Thousand Talents Plan” in Yunnan Province of China

Publisher

SAGE Publications

Subject

Building and Construction,Civil and Structural Engineering

Link

http://journals.sagepub.com/doi/pdf/10.1177/13694332211056113

Reference26 articles.

1. Nonlinear dynamic analysis for multi-storey RC structures with hybrid base isolation systems in presence of bi-directional ground motions

2. Influence of ground motion characteristics on the optimal single concave sliding bearing properties for base-isolated structures

3. Seismic Vulnerability Analysis of Mid-Story Isolation and Reduction Structures Based Stochastic Vibration

4. Experimental Investigation on Semi-Active Control of Base Isolation System Using Magnetorheological Dampers for Concrete Frame Structure

5. Kawamura S, Sugisaki R, Ogura K, et al. (2000) Seismic isolation retrofit in Japan. In: 12th World Conference on Earthquake Engineering, Auckland, New Zeland, 30 January–4 February 2000, Vol. 8, pp. 1–8.

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