Dissipation in sheathing-to-framing connections of light-frame timber shear walls under seismic loads-Reference-Cited by-同舟云学术

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Dissipation in sheathing-to-framing connections of light-frame timber shear walls under seismic loads

Published:2020-04 Issue: Volume:208 Page:110246
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Di Gangi Giorgia,Demartino Cristoforo,Quaranta Giuseppe,Monti Giorgio

Funder

University of Trieste

Nanjing Tech University

Zhejiang University

University of Illinois

University of Illinois at Urbana-Champaign

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference74 articles.

1. Maximum-entropy meshfree method for nonlinear static analysis of planar reinforced concrete structures;Quaranta;Eng Struct,2012

2. Seismic behaviors of steel plate shear wall structures with construction details and materials;Wang;J Constr Steel Res,2015

3. Seismic resilience of plywood-coupled lvl wall panels;Iqbal;Eng Struct,2018

4. Structural analysis model for static loads on timber shear walls;Dolan;J Struct Eng,1991

5. Identification of multiple criteria for the evaluation of light-frame wood wall assemblies;Frenette;J Build Perform Simul,2008

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