Seismic Performance of Steel Frames with Semirigid Connections

• المؤلفون الرئيسيون: Faridmehr, I., Tahir, M. M., Lahmer, T., Osman, M. H.
• التنسيق: مقال
• اللغة: English
• منشور في: Hindawi Limited 2017
• الموضوعات: T Technology (General)
• الوصول للمادة أونلاين: 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
• المؤسسة: Universiti Teknologi Malaysia

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...