Seismic control of super high‐rise structures with double‐layer tuned particle damper-Reference-Cited by-同舟云学术

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Seismic control of super high‐rise structures with double‐layer tuned particle damper

Published:2020-10-19 Issue:3 Volume:50 Page:791-810
ISSN:0098-8847
Container-title:Earthquake Engineering & Structural Dynamics
language:en
Short-container-title:Earthquake Engng Struct Dyn.

Author:

Shen Botan¹,Xu Weibing¹²^ORCID,Wang Jin¹,Chen Yanjiang¹,Yan Weiming¹,Huang Jianhui¹,Tang Zhenyun²^ORCID

Affiliation:

1. Beijing Key Laboratory of Earthquake Engineering and Structure Retrofit Beijing University of Technology Beijing China

2. The Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education Beijing University of Technology Beijing China

Funder

National Natural Science Foundation of China

Beijing Municipal Commission of Education

Publisher

Wiley

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/eqe.3372

Reference43 articles.

1. The 2011 off the Pacific coast of Tohoku earthquake and response of high-rise buildings under long-period ground motions

2. Dynamic Behavior of Taipei 101 Tower: Field Measurement and Numerical Analysis

3. Uncertainties in long‐period ground motion and its impact on building structural design: case study of the 2011 Tohoku (Japan) earthquake;Takewaki I;Eng Struct,2013

4. Seismic Resistance Capacity of High-Rise Buildings Subjected to Long-Period Ground Motions: E-Defense Shaking Table Test

5. Resonant behaviour of base-isolated high-rise buildings under long-period ground motions

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1. Concept, optimization and performance evaluation of a novel particle tuned inertial damper (PTID);Engineering Structures;2024-10

2. Optimization of column-in-column system based on non-conventional TMD concept;International Journal of Mechanical Sciences;2024-10

3. Numerical simulation and dynamic experimental investigation on vibration control of a structural system with a stacked single particle‐inerter damper;Earthquake Engineering & Structural Dynamics;2024-07-04

4. Seismic Response of the Continuous Rigid-Framed Bridge with Super-High Piers Based on Shaking Table Tests;Buildings;2024-05-24

5. Reliability assessment and electromagnetic controller for semi-active impact damper in structural vibration control;Journal of Vibration and Control;2024-05-23

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