Experimental and numerical investigations into seismic performance of timber-steel hybrid structure with supplemental dampers-Reference-Cited by-同舟云学术

Experimental and numerical investigations into seismic performance of timber-steel hybrid structure with supplemental dampers

Published:2017-11 Issue: Volume:151 Page:33-43
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Li Zheng,Dong Hanlin,Wang Xijun,He Minjuan

Funder

Shanghai Sailing Program

Tongji University Civil Engineering International Collaborative Research Fund

Fundamental Research Funds for the Central Universities

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference26 articles.

1. Analytical predictions of the seismic response of friction damped timber shear walls;Filiatrault;Earthq Eng Struct Dyn,1990

2. Dinehart DW, Shenton HW. Comparison of the response of timber shear walls with and without passive dampers. In: Proc of structural engineers world congress 1998. Paper T207-5. San Francisco (USA); 1998.

3. The dynamic response of wood-frame shear walls with viscoelastic dampers;Dinehart;Earthq Spectra,1999

4. Higgins C. Hysteretic dampers for wood frame shear walls. In: Proc of the 2001 structures congress and exposition ASCE. Washington DC (USA); 2001.

5. A numerical study of the seismic behaviour of timber shear walls with slip-friction connectors;Loo;Eng Struct,2012

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