Volume 14, Issue 3 (6-2024)
IJOCE 2024, 14(3): 489-502 |
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Gholizadeh S, Tariverdilo S. SEISMIC LIFE-CYCLE COST ANALYSIS OF OPTIMALLY DESIGNED STEEL MOMENT FRAMES. IJOCE 2024; 14 (3) :489-502
URL: http://ijoce.iust.ac.ir/article-1-604-en.html
URL: http://ijoce.iust.ac.ir/article-1-604-en.html
1- Department of Civil Engineering, Urmia University, Urmia, Iran
Abstract: (2712 Views)
The primary objective of this paper is to assess the seismic life-cycle cost of optimally designed steel moment frames. The methodology of this paper involves two main steps. In the first step, we optimize the initial cost of steel moment frames within the performance-based design framework, utilizing nonlinear static pushover analysis. In the second step, we perform a life cycle-cost analysis of the optimized steel moment frames using nonlinear response history analysis with a suite of earthquake records. We consider content losses due to floor acceleration and inter-story drift for the life cycle cost analysis. The numerical results highlight the critical role of integrating life-cycle cost analysis into the seismic optimization process to design steel moment frames with optimal seismic life-cycle costs.
Keywords: seismic life cycle cost, performance-based design, nonlinear response history analysis, steel moment resisting frame
Type of Study: Research |
Subject:
Optimal design
Received: 2024/09/3 | Accepted: 2024/10/5 | Published: 2024/06/23
Received: 2024/09/3 | Accepted: 2024/10/5 | Published: 2024/06/23
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