Seismic Performance Evaluation on Eccentrically Brace Steel Frame by Capacity Spectrum Method
Seismic Performance Evaluation on Eccentrically Brace Steel Frame by Capacity Spectrum Method
About this item
Full title
Author / Creator
Publisher
Zurich: Trans Tech Publications Ltd
Journal title
Language
English
Formats
Publication information
Publisher
Zurich: Trans Tech Publications Ltd
Subjects
More information
Scope and Contents
Contents
According to the seismic demand spectra form the code for seismic design of buildings, seismic performances of eccentrically braced steel frames (EBF) in frequently, fortification and seldom occurred different intensity earthquakes were evaluated by the Capacity Spectrum Method (CSM). The capacity curves derived from base force-top displacement cur...
Alternative Titles
Full title
Seismic Performance Evaluation on Eccentrically Brace Steel Frame by Capacity Spectrum Method
Authors, Artists and Contributors
Author / Creator
Identifiers
Primary Identifiers
Record Identifier
TN_cdi_proquest_journals_1442929092
Permalink
https://devfeature-collection.sl.nsw.gov.au/record/TN_cdi_proquest_journals_1442929092
Other Identifiers
ISBN
9783037854211,3037854219
ISSN
1660-9336,1662-7482
E-ISSN
1662-7482
DOI