Experimental investigation of multi-layered strong wood-frame shear walls with nonstructural Type X gypsum wallboard layers under cyclic load

Author:

Valdivieso Diego,Guindos PabloORCID,Montaño Jairo,Lopez-Garcia DiegoORCID

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference52 articles.

1. Estimation of earthquake losses to buildings;Kircher;Earthq Spectra,1997

2. Efficient nonlinear modeling of strong wood frame shear walls for mid-rise buildings;Estrella;Eng Struct,2020

3. Experimental study of the effects of continuous rod hold-down anchorages on the cyclic response of wood frame shear walls;Estrella;Eng Struct,2021

4. Monotonic and cyclic behaviour of wood frame shear walls for mid-height timber buildings;Guíñez;Eng Struct,2019

5. Wolfe R.W. Contribution of gypsum wall board to racking resistance of light-frame walls. Research Paper FPL 439, US Department of Agriculture, Forest Service, Forest Products Laboratory, Madison, USA; 1983.

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