Curtain Wall Designs for Wind and Blast: Three Case StudiesSource: Journal of Architectural Engineering:;2006:;Volume ( 012 ):;issue: 003Author:Charles D. Clift
DOI: 10.1061/(ASCE)1076-0431(2006)12:3(150)Publisher: American Society of Civil Engineers
Abstract: Current 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.
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| contributor author | Charles D. Clift | |
| date accessioned | 2017-05-08T21:22:11Z | |
| date available | 2017-05-08T21:22:11Z | |
| date copyright | September 2006 | |
| date issued | 2006 | |
| identifier other | %28asce%291076-0431%282006%2912%3A3%28150%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/48748 | |
| description abstract | Current 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. | |
| publisher | American Society of Civil Engineers | |
| title | Curtain Wall Designs for Wind and Blast: Three Case Studies | |
| type | Journal Paper | |
| journal volume | 12 | |
| journal issue | 3 | |
| journal title | Journal of Architectural Engineering | |
| identifier doi | 10.1061/(ASCE)1076-0431(2006)12:3(150) | |
| tree | Journal of Architectural Engineering:;2006:;Volume ( 012 ):;issue: 003 | |
| contenttype | Fulltext |