Dynamic response characteristics of steel portal frames having semi-rigid joints under sinusoidal wave excitation-Reference-Cited by-同舟云学术

Dynamic response characteristics of steel portal frames having semi-rigid joints under sinusoidal wave excitation

Published:2017-08-28 Issue:4 Volume:9 Page:309-313
ISSN:2008-3556
Container-title:International Journal of Advanced Structural Engineering
language:en
Short-container-title:Int J Adv Struct Eng

Author:

Bhatti Abdul Qadir^ORCID

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Link

http://link.springer.com/article/10.1007/s40091-017-0167-8/fulltext.html

Reference11 articles.

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2. Aristizabal-Ochoa ID (2011) Stability and non-linear second-order elastic analysis of beam and framed structures with semi-rigid connection using the cross method. Eng Struct 32(10):3258–3268

3. Barsan GM, Chiorean CG (1999) Computer program for large deflection elastoplastic analysis of semi-rigid steel frameworks. Comput Struct 72(6):669–711

4. Bhatti AQ (2013) Performance of viscoelastic dampers (VED) under various temperatures and application of magnetorheological dampers (MRD) for seismic control of structures. Mech Time Depend Mater (MTDM) 17(3):275–284. ISSN: 1385-2000

5. Bhatti AQ (2016) Application of dynamic analysis and modelling of structural concrete insulated panels (SCIP) for energy efficient buildings in seismic prone areas. Elsevier J Energy Build 128:164–177. ISSN: 0378-7788

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