Seismic Performance of Steel Frames with Semirigid Connections

Seismic Performance of Steel Frames with Semirigid Connections

The nonlinear stiffness matrix method was incorporated to investigate the structural performance of steel portal frames with semirigid connections. A portal frame with unstiffened extended end-plate connection was designed to demonstrate the adequacy of the proposed method. Besides, the seismic perf...

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Bibliographic Details
Main Authors: Faridmehr, I., Tahir, M. M., Lahmer, T., Osman, M. H.
Format: Article
Language:English
Published: Hindawi Limited 2017
Subjects:
T Technology (General)
Online Access:http://eprints.utm.my/id/eprint/74911/1/ImanFaridmehr_SeismicPerformanceofSteelFrames.pdf
http://eprints.utm.my/id/eprint/74911/
https://www.scopus.com/inward/record.uri?eid=2-s2.0-85019638609&doi=10.1155%2f2017%2f5284247&partnerID=40&md5=042fab6079cc9c613960949fbc1d5ef1
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Institution: Universiti Teknologi Malaysia
Language: English

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http://eprints.utm.my/id/eprint/74911/1/ImanFaridmehr_SeismicPerformanceofSteelFrames.pdf
http://eprints.utm.my/id/eprint/74911/
https://www.scopus.com/inward/record.uri?eid=2-s2.0-85019638609&doi=10.1155%2f2017%2f5284247&partnerID=40&md5=042fab6079cc9c613960949fbc1d5ef1

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