Testing and nonlinear modelling of industrialized light-frame wooden diaphragms including optimized nailing and nonstructural sheathing

Author:

Véliz Fernando,Estrella Xavier,Lagos Jorge,Guindos PabloORCID

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference39 articles.

1. The new provisions for the seismic design of timber buildings in Europe;Follesa;Eng Struct,2018

2. Moroder D, Sarti F, Pampanin S, Smith T, Buchanan AH. Higher mode effects in multi-storey timber buildings with varying diaphragm flexibility 2016 NZSEE Conference. 2016.

3. Experimental study of the in-plan stiffness of timber floor diaphragms;Fuentes;Eur J Environ Civil Eng,2014

4. Seismic response of building structures with flexible inelastic diaphragm;Dolce;Struct Des Tall Build,1994

5. ASCE. Minimum design loads and associated criteria for buildings and other structures. American Society of Civil Engineers (ASCE); 2017. Doi: 10.1061/9780784414248.

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