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contributor authorWilliam E. Gates
date accessioned2017-05-08T21:14:49Z
date available2017-05-08T21:14:49Z
date copyrightNovember 1998
date issued1998
identifier other%28asce%290887-3828%281998%2912%3A4%28180%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/44165
description abstractThis paper summarizes the review and interpretation of data collected on welded steel moment frames (WSMFs) that were damaged in the January 17, 1994, Northridge Earthquake. The study was part of the Phase I, Task 2 SAC Steel Project funded by the Federal Emergency Management Agency. The data assessment included 89 WSMFs surveyed by structural engineers, 150 buildings covered under a survey of owners, and ground motion contour maps with the geographic distribution of all WSMF buildings surveyed. Data collected from interviews with the structural engineers familiar with the buildings and their locations were used to independently validate the database and provide guidance on its interpretation. General conclusions on the significant trends in the data are presented, along with suggested future (Phase II) data gathering and statistical analysis.
publisherAmerican Society of Civil Engineers
titleSummary Interpretation of SAC Survey Data on Damaged Welded Steel Moment Frames
typeJournal Paper
journal volume12
journal issue4
journal titleJournal of Performance of Constructed Facilities
identifier doi10.1061/(ASCE)0887-3828(1998)12:4(180)
treeJournal of Performance of Constructed Facilities:;1998:;Volume ( 012 ):;issue: 004
contenttypeFulltext


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