Seismic Response Analysis of a Large-Span Isolated Structure Equipped with TNRB-DSBs and LRBs
This study focused on comprehensively analyzing the construction, mechanism, and design theory of the Thick Rubber Bearing–Disk Spring Bearing (TNRB-DSB) system, with the aim of evaluating its isolation effect. Mechanical tests were conducted to examine the dynamic characteristics of large-span isol...
Main Authors: | Zhenyuan Gu, Lu Feng, Ying Sun, Hai Gong, Chenhui Zhu, Zhijun Chen, Jiaqi Dai, Fangzheng Hao, Xinting Zhong, Wangping Qian |
---|---|
Format: | Article |
Language: | English |
Published: |
MDPI AG
2023-05-01
|
Series: | Buildings |
Subjects: | |
Online Access: | https://www.mdpi.com/2075-5309/13/5/1288 |
Similar Items
-
Vertical Seismic Isolation Device for Three-Dimensional Seismic Isolation of Nuclear Power Plant Equipment—Case Study
by: Gyeong-Hoi Koo, et al.
Published: (2021-12-01) -
Definition and Validation of Fast Design Procedures for Seismic Isolation Systems
by: Marco Furinghetti
Published: (2022-05-01) -
Observed Seismic Behavior of a HDRB and SD Isolation System under Far Fault Earthquakes
by: Antonello Salvatori, et al.
Published: (2022-01-01) -
Comparing Rubber Bearings and Eradi-Quake System for Seismic Isolation of Bridges
by: Chang Beck Cho, et al.
Published: (2020-11-01) -
Research and development of thick rubber bearing for SFR (Hysteresis model for thick rubber bearing based on static loading tests)
by: Tsuyoshi FUKASAWA, et al.
Published: (2018-02-01)