Study on self-adjustable variable pendulum tuned mass damper-Reference-Cited by-同舟云学术

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Study on self-adjustable variable pendulum tuned mass damper

Published:2018-10-18 Issue:1 Volume:28 Page:e1561
ISSN:1541-7794
Container-title:The Structural Design of Tall and Special Buildings
language:en
Short-container-title:Struct Design Tall Spec Build

Author:

Wang Liangkun¹^ORCID,Shi Weixing¹,Zhou Ying¹²

Affiliation:

1. Research Institute of Structural Engineering and Disaster Reduction; Tongji University; Shanghai China

2. State Key Laboratory of Disaster Reduction in Civil Engineering; Tongji University; Shanghai China

Funder

National Key Research and Development Program of China

Research Institute of Structural Engineering and Disaster Reduction of Tongji University

National Natural Science Foundation of China

Publisher

Wiley

Subject

Building and Construction,Architecture,Civil and Structural Engineering

Link

http://onlinelibrary.wiley.com/wol1/doi/10.1002/tal.1561/fullpdf

Reference29 articles.

1. An area-based intensity measure for incremental dynamic analysis under two-dimensional ground motion input

2. Shaking table test and numerical simulation on a vertical hybrid structure under seismic excitation

3. Duration effect of spectrally matched ground motion records on collapse resistance capacity evaluation of RC frame structures

4. Estimating the peak structural response of high-rise structures using spectral value-based intensity measures

5. Seismic analysis for tall and irregular temple buildings: A case study of strong nonlinear viscoelastic dampers

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1. A Ball-Track-NES for the vibration control of flexible structures under seismic excitation;Soil Dynamics and Earthquake Engineering;2024-09

2. Analyzing Seismic Performance of Optimized Base Isolation Systems with Soil–Structure Interaction: An Analytical and Numerical Approach;Practice Periodical on Structural Design and Construction;2024-08

3. Robustness analysis for the vibration control performance of energy-harvesting tuned mass damper with uncertainties;Smart Materials and Structures;2024-07-01

4. Reliability-based optimization of supported pendulum TMDs’ nonlinear track shape using Padé approximants;Engineering Structures;2024-05

5. Study on the variable length simple pendulum oscillation based on the relative mode transfer method;PLOS ONE;2024-04-12

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