首页> 外文会议>Structures Congress >Wind Loads on Non-Building Structures Using ASCE 7-10
【24h】

Wind Loads on Non-Building Structures Using ASCE 7-10

机译:使用ASCE 7-10的非建筑结构上的风负载

获取原文

摘要

The wind load provisions of Chapter 6 in ASCE 7-05 Minimum Design Loads for Buildings and Other Structures have been reorganized into six chapters in the 2010 edition. Technical changes include the introduction of new wind speed maps to be used with a 1.0 load factor for LRFD and a 0.6 load factor for ASD, the reintroduction of Exposure D for water surfaces in Hurricane-Prone Regions, and revised wind-borne debris regions. The present guideline Wind Loads and Anchor Bolt Design for Petrochemical Facilities (1997) by ASCE Petrochemical Energy Committee is commonly used in the industry for calculating wind loads on nonbuilding structures and components. The new edition of this publication Wind Loads for Petrochemical and Other Industrial Facilities was released in September 2011 based on the provisions of ASCE 7-05. This paper addresses the important changes to the wind load provisions of ASCE 7-10 for non-building structures and components. This paper also provides comparative parametric studies of wind loads calculated using the analytical procedures based on the 2011 edition of Wind Loads for Petrochemical and Other Industrial Facilities and the provisions of ASCE 7-10 for new non-building structures and components, including pipe racks, open equipment structures, and vertical vessels.
机译:第6章asce 7-05建筑物和其他结构的最低设计负荷的风力负荷规定已在2010年版中重组为六章。技术改造包括引入新的风速图,与LRFD的1.0负载系数和ASD的0.6个负载系数一起使用,在飓风级地区的水面进行曝光D的重新引入,并修改了风力传播的碎片区域。通过ASCE石化能源委员会(1997)的本指南风负荷和锚杆设计(1997),常用于工业,用于计算非建筑结构和组件的风力载荷。新版公布的石化和其他工业设施风量是2011年9月发布的,基于ASCE 7-05的规定。本文讨论了非建筑结构和组件的风力负荷规定的重要变化。本文还提供了使用基于2011年版风装的分析程序计算的石化和其他工业设施的天气荷载和新的非建筑结构和组件,包括管道架,包括管道架,开放式设备结构和垂直血管。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号