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Seismic Performance Evaluation on Eccentrically Brace Steel Frame by Capacity Spectrum Method

Seismic Performance Evaluation on Eccentrically Brace S...

Seismic Performance Evaluation on Eccentrically Brace Steel Frame by Capacity Spectrum Method

https://devfeature-collection.sl.nsw.gov.au/record/TN_cdi_proquest_journals_1442929092

Seismic Performance Evaluation on Eccentrically Brace Steel Frame by Capacity Spectrum Method

About this item

Full title

Seismic Performance Evaluation on Eccentrically Brace Steel Frame by Capacity Spectrum Method

Publisher

Zurich: Trans Tech Publications Ltd

Journal title

Applied Mechanics and Materials, 2012-05, Vol.166-169, p.752-755

Language

English

Formats

Publication information

Publisher

Zurich: Trans Tech Publications Ltd

Subjects

Subjects and topics

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

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

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