Damage‐controlled performance‐based design optimization of steel moment frames. (11th May 2018)

• Record Type: Journal Article
• Authors: Gholizadeh, Saeed; Fattahi, Fayegh
• Is Part Of: Structural design of tall and special buildings. Volume 27:Number 14(2018)
• Page Start: n/a
• Page End: n/a
• Publication Date: 2018-05-11
• Subjects: damage index -- neural network -- optimization -- performance‐based design -- seismic damage cost -- steel moment‐resisting frame; Tall buildings -- Design and construction -- Periodicals; Structural design -- Periodicals; 690.1
• DOI: 10.1002/tal.1498
• Languages: English
• ISSNs: 1541-7794

Abstract

Summary: In the present paper, performance‐based design of steel moment‐resisting frames (SMRFs) is implemented to minimize total cost of the structures. The total cost is summation of the initial construction cost and the seismic damage cost in operational lifetime of the structures subjected to seismic loading. In order to evaluate the seismic damage cost, Park–Ang damage index (DI), as one of the most realistic measures of structural seismic damage, is utilized. To calculate the DI, nonlinear time‐history response of the structure needs to be evaluated during the optimization process. As the computational burden of the process is very high, neural network techniques are utilized to predict the required nonlinear time‐history structural responses. As the design constraints, besides the drift checks at immediate occupancy and collapse prevention performance levels, the global DI is also checked at collapse prevention level to control the amount of seismic damage. In order to achieve the optimization task, a sequential enhanced colliding bodies optimization II is proposed. Numerical studies are conducted to demonstrate the efficiency of the proposed methodology involving 2 illustrative examples of a 6‐story SMRF and a 12‐story SMRF.