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原文传递 Strength and Reliability of Structural Steel Roofs Subjected to Ponding Loads
题名: Strength and Reliability of Structural Steel Roofs Subjected to Ponding Loads
正文语种: eng
作者: Denavit, Mark D.;Scott, Michael H.
作者单位: Univ Tennessee Dept Civil & Environm Engn Knoxville TN 37996 USA;Oregon State Univ Sch Civil & Construct Engn Corvallis OR 97331 USA
关键词: Ponding;Analysis;Steel;Roof structures;Reliability;Design
摘要: Roof collapses due to ponding instability are among the most frequent structural failures. Although methods of design for other types of instability have evolved and improved with computational advances, the most commonly used method of assessing ponding instability has been updated minimally since it was developed over 50 years ago. Newer methods of design for ponding have been proposed, but they lack independent verification of their ability to assess the strength of roofs and to provide a sufficient level of reliability. An advanced analysis approach capable of capturing material and geometric nonlinearity, as well as accumulation of water caused by deflection, was developed for roofs consisting of steel beams on stiff supports. The new analysis approach generates data against which the various methods of design for ponding can be benchmarked. These comparisons showed that methods of design based on elastic analysis are capable of accurately capturing the strength of structural steel roofs subjected to ponding load if a reduction factor of 0.8 is applied to the stiffness of the structure. In addition, a reliability analysis using Monte Carlo simulation showed that the methods of design for ponding can achieve a target reliability index consistent with design for other loading conditions. The results provide new insights into the behavior of roofs subjected to ponding loads and enable the use of new design methods for ponding that are more broadly applicable, comprehensive, and consistent with current methods of strength evaluation. (C) 2020 American Society of Civil Engineers.
出版年: 2021
期刊名称: Journal of Structural Engineering
卷: 147
期: 2
页码: 04020318.1-04020318.10
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