Parametric Models for Wind Load Resistances of Wood-Frame Walls-Reference-Cited by-同舟云学术

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Parametric Models for Wind Load Resistances of Wood-Frame Walls

Published:2020-02 Issue:2 Volume:146 Page:04019188
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Quayyum Shahriar¹

Affiliation:

1. Senior Scientist, IntraRisk, Applied Research Associates, Inc., 8537 Six Forks Rd., Suite 600, Raleigh, NC 27615.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0002471

Reference59 articles.

1. Ultimate strength of particleboard diaphragms;Atherton G. H.;For. Prod. J.,1983

2. Banik S. S. L. A. Twisdale and P. J. Vickery. 2017. “Tornado damage modeling of single family wood frame house.” In Proc. 13th Americas Conf. on Wind Engineering. Red Hook NY: Curran Associates.

3. Characteristics of wood diaphragms: Experimental and parametric studies;Cheung C. K.;Wood Fiber Sci.,1988

Cited by 1 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. A graph-based approach for module library development in industrialized construction;Computers in Industry;2022-08

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