Assessment of a seismic tuned mass damper with friction fail‐safe mechanism for the vibration control of high‐rise buildings-Reference-Cited by-同舟云学术

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Assessment of a seismic tuned mass damper with friction fail‐safe mechanism for the vibration control of high‐rise buildings

Published:2021-08-21 Issue:12 Volume:28 Page:
ISSN:1545-2255
Container-title:Structural Control and Health Monitoring
language:en
Short-container-title:Struct Control Health Monit

Author:

Sano Takeshi¹,Shirai Kazutaka²^ORCID,Yoshida Osamu³,Nishikage Taketomo⁴

Affiliation:

1. Technology Division Obayashi Corporation Tokyo Japan

2. Faculty of Engineering Hokkaido University Sapporo Japan

3. Technology Research Institute Obayashi Corporation Tokyo Japan

4. Structural Engineering Department Obayashi Corporation Tokyo Japan

Publisher

Wiley

Subject

Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/stc.2831

Reference36 articles.

1. Vibration control of a slender footbridge using passive and semiactive tuned mass dampers

2. Tuned mass damper on a damped structure

3. Modeling, simulation, and validation of a pendulum-pounding tuned mass damper for vibration control

4. Reducing human‐induced vibration of cross‐laminated timber floor—Application of multi‐tuned mass damper system

Cited by 7 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Experimental verification of seismic vibration control of high-rise buildings with friction-type multiple tuned mass dampers;Engineering Structures;2024-03

2. Effects of Building Height and Seismic Load on the Optimal Performance of Base Isolation System;Arabian Journal for Science and Engineering;2023-03-17

3. Analysis and optimization of seismic performance of high-rise residential building;Journal of Vibroengineering;2022-12-04

4. Enhancing tunability of liquid storage tanks to function as deep tuned liquid dampers by use of a submerged stretched membrane;Structural Control and Health Monitoring;2022-10-11

5. Suppressing vibration of structures using nonlinear single unit impact dampers via Taguchi method;Noise & Vibration Worldwide;2022-09-21

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