Using genetic algorithm for the optimization of seismic behavior of steel planar frames with semi-rigid connections

Author:

Oskouei Asghar Vatani,Fard Sahand Sarioletlagh,Aksogan Orhan

Publisher

Springer Science and Business Media LLC

Subject

Control and Optimization,Computer Graphics and Computer-Aided Design,Computer Science Applications,Control and Systems Engineering,Software

Reference34 articles.

1. Abdul-Rassak Sultan S (2007) Performance-based optimal design of semi-rigid connected steel frame under seismic loading. PhD dissertation, Department of Civil Engineering, The Hong Kong Polytechnic University

2. Applied Technology Council (ATC)-40 (1997) Seismic evaluation and retrofit of concrete buildings, vol I. Report no. ATC 40, Applied Technology Council, California

3. Ballad KM, Chen WF (1995) Expanded database of semi-rigid steel connections. Comput Struct 564):553–564

4. Bhatti MA, Hingtgen JD (1995) Effects of connection stiffness and plasticity on the service load behavior of un-braced steel frames. AISC Eng J 32(1):21–33

5. BHRC (2005) Iranian earthquake resistant code, standard no 2800–3rd edn. Standard no. 2800, Tehran, Iran

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