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Who Cares About Wind?

机译:谁在乎风?

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With the long overdue adoption of the IBC 2006, California engineers are beginning to learn new code provisions in preparation for taking the giant step from the 1997 UBC to the new standards. Among changes in Chapter 16, most members will find in the adopted code that they are referred to, a complex chapter on wind design in Chapter 7 of ASCE 7-05. Except for low-rise light-framed buildings, lateral force design of most structures tend to be controlled by seismic forces in California and other high seismic zones. While a simplified procedure in ASCE 7 may be used for low-rise buildings sixty feet or lower in height, the procedure includes various limitations such as no unusual geometrical irregularity. The complexity of the detailed Analytical Procedure has haunted even the most experienced engineers. At the request of SEAOC President Norm Scheel, the reactivated Building Code Committee started a Wind Ad Hoc Committee. The assignment for this Ad Hoc committee is to work in conjunction with the reinstituted Tri-state (California, Oregon and Washington) Wind Committee to develop an alternative design procedure that would simplify the current wind provisions in ASCE 7. The Tri-State Wind Committee met in February of this year. Based on two days of intensive discussions, the group developed a draft document on alternate design procedures for all height buildings. The Ad Hoc committee plans to recruit volunteers for case studies to ensure workable steps prior to submitting the draft document to ICC and ASCE 7. The Tri-State Wind Committee, in concert with NCSEA GES, plans to submit a code change proposal, consisting of the alternative wind design procedure, to ICC for adoption into the 2009 IBC. The Tri-state Wind Committee also plans to submit a similar code change proposal to ASCE for adoption in the next ASCE 7 Standard. The purpose of this paper is to highlight the proposed alternate design procedure. Comparative examples will be presented to demonstrate the use of ASCE 7 procedures and the proposed alternate method. The need for a simplified wind design for IBC has been echoed in the western states and throughout most of the United States. We hope that efforts such as this will inspire more SEAOC engineers to b become active in the process involving the code development in IBC as well as on committees for industry consensus standards that are referenced in the IBC.
机译:随着IBC 2006早该采用,加利福尼亚的工程师们开始学习新的法规规定,为从1997 UBC迈向新标准迈出一大步。在第16章的更改中,大多数成员会在所采用的代码中找到引用的内容,这是ASCE 7-05第7章中有关风设计的复杂章节。除低层轻型建筑外,大多数结构的侧向力设计往往受加利福尼亚州和其他高地震带的地震力控制。尽管ASCE 7中的简化过程可用于高度不超过60英尺的低层建筑,但该过程包括各种限制,例如没有异常的几何不规则性。详细的分析程序的复杂性甚至困扰着最有经验的工程师。应SEAOC主席Norm Scheel的要求,重新启动的建筑法规委员会成立了Wind Ad Hoc委员会。该特设委员会的任务是与重新组建的三州(加利福尼亚,俄勒冈和华盛顿)风能委员会合作,制定替代设计程序,以简化ASCE 7中的现行风能规定。三州风委员会在今年二月见面。经过两天的深入讨论,小组制定了有关所有高楼大厦替代设计程序的文件草案。特设委员会计划招募志愿者进行案例研究,以确保在向ICC和ASCE提交文件草案之前采取可行的措施。三州风委员会与NCSEA GES合作,计划提交一份代码变更提案,包括另一种风设计程序,提交给ICC并纳入2009 IBC。三州风委员会还计划向ASCE提交类似的代码更改提案,以在下一个ASCE 7标准中采用。本文的目的是强调拟议的替代设计程序。将提供比较示例,以说明ASCE 7程序的使用和建议的替代方法。西部各州和美国大部分地区都对IBC的简化风设计提出了要求。我们希望,这样的努力将激发更多SEAOC工程师积极参与涉及IBC中的代码开发以及IBC中引用的行业共识标准委员会的工作。

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