Coordinative similitude method considering overturning effect for scale model testing of structures with rubber bearings
Author:
Affiliation:
1. College of Civil Engineering Tongji University Shanghai China
2. Department of Civil and Environmental Engineering University of California, Berkeley Berkeley California USA
Funder
National Natural Science Foundation of China
Publisher
Wiley
Subject
Building and Construction,Architecture,Civil and Structural Engineering
Link
https://onlinelibrary.wiley.com/doi/pdf/10.1002/tal.1773
Reference20 articles.
1. Shaking table model test and numerical analysis of a long-span cantilevered structure
2. Coordinative similitude law considering fluid-structure interaction for underwater shaking table tests
3. Study on dynamic response of large and small aspect ratio isolated buildings
4. Seismic response control of smart sliding isolated buildings using variable stiffness systems: an experimental and numerical study
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1. Seismic Performance Comparison of Hybrid, Isolation, and Damping Control Structures through 1/2-Scale Shaking Table Tests Based on Chinese Standard;Journal of Structural Engineering;2023-03
2. Hybrid rubber‐concrete isolation slab system with various shape factors for structures subjected to horizontal and vertical vibrations;The Structural Design of Tall and Special Buildings;2022-12-04
3. Seismic performance comparison between reinforced concrete frame structures with and without energy dissipating cladding panel system: Shaking table test and numerical simulation;Journal of Building Engineering;2022-12
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