Show simple item record

contributor authorCharles D. Clift
date accessioned2017-05-08T21:22:11Z
date available2017-05-08T21:22:11Z
date copyrightSeptember 2006
date issued2006
identifier other%28asce%291076-0431%282006%2912%3A3%28150%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/48748
description abstractCurrent design for curtain walls subjected to wind, wind-borne debris, and blast contain relatively new structural requirements for the curtain wall designer to address. These new criteria are defined and discussed in application to three case studies of curtain wall systems. The case studies illustrate the impact of these criteria on modern curtain wall designs and offer conclusions regarding the process and impact of designing curtain walls to current standards. It is concluded that projects in hurricane regions require fairly stout deigns and can withstand moderate blast loads. Wind tunnel testing remains a viable option to define design load criteria. Even low-rise building projects in high-velocity wind zones can benefit from wind tunnel modeling due to more precise and often reduced design pressures.
publisherAmerican Society of Civil Engineers
titleCurtain Wall Designs for Wind and Blast: Three Case Studies
typeJournal Paper
journal volume12
journal issue3
journal titleJournal of Architectural Engineering
identifier doi10.1061/(ASCE)1076-0431(2006)12:3(150)
treeJournal of Architectural Engineering:;2006:;Volume ( 012 ):;issue: 003
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record