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Life-cycle cost assessment of optimally designed reinforced concrete buildings under seismic actions

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  • Mitropoulou, Chara Ch.
  • Lagaros, Nikos D.
  • Papadrakakis, Manolis

Abstract

Life-cycle cost analysis (LCCA) is an assessment tool for studying the performance of systems in many fields of engineering. In earthquake engineering LCCA demands the calculation of the cost components that are related to the performance of the structure in multiple earthquake hazard levels. Incremental static and dynamic analyses are two procedures that can be used for estimating the seismic capacity of a structural system and can therefore be incorporated into the LCCA methodology. In this work the effect of the analysis procedure, the number of seismic records imposed, the performance criterion used and the structural type (regular or irregular) is investigated, on the life-cycle cost analysis of 3D reinforced concrete structures. Furthermore, the influence of uncertainties on the seismic response of structural systems and their impact on LCCA is examined. The uncertainty on the material properties, the cross-section dimensions and the record-incident angle is taking into account with the incorporation of the Latin hypercube sampling method into the incremental dynamic analysis procedure. In addition, the LCCA methodology is used as an assessment tool for the designs obtained by means of prescriptive and performance-based optimum design methodologies. The first one is obtained from a single-objective optimization problem, where the initial construction cost was the objective to be minimized, while the second one as a two-objective optimization problem where the life-cycle cost was the additional objective also to be minimized.

Suggested Citation

  • Mitropoulou, Chara Ch. & Lagaros, Nikos D. & Papadrakakis, Manolis, 2011. "Life-cycle cost assessment of optimally designed reinforced concrete buildings under seismic actions," Reliability Engineering and System Safety, Elsevier, vol. 96(10), pages 1311-1331.
    • Handle: RePEc:eee:reensy:v:96:y:2011:i:10:p:1311-1331
    DOI: 10.1016/j.ress.2011.04.002
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    References listed on IDEAS

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    1. Andreas Kappos & E. Dimitrakopoulos, 2008. "Feasibility of pre-earthquake strengthening of buildings based on cost-benefit and life-cycle cost analysis, with the aid of fragility curves," Natural Hazards: Journal of the International Society for the Prevention and Mitigation of Natural Hazards, Springer;International Society for the Prevention and Mitigation of Natural Hazards, vol. 45(1), pages 33-54, April.
    2. Joanni, A. & Rackwitz, R., 2008. "Cost–benefit optimization for maintained structures by a renewal model," Reliability Engineering and System Safety, Elsevier, vol. 93(3), pages 489-499.
    3. Yang, Seung-Ie & Frangopol, Dan M. & Kawakami, Yoriko & Neves, Luís C., 2006. "The use of lifetime functions in the optimization of interventions on existing bridges considering maintenance and failure costs," Reliability Engineering and System Safety, Elsevier, vol. 91(6), pages 698-705.
    4. Rackwitz, Rüdiger, 2006. "The effect of discounting, different mortality reduction schemes and predictive cohort life tables on risk acceptability criteria," Reliability Engineering and System Safety, Elsevier, vol. 91(4), pages 469-484.
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    1. Cheng, Minghui & Frangopol, Dan M., 2022. "Life-cycle optimization of structural systems based on cumulative prospect theory: Effects of the reference point and risk attitudes," Reliability Engineering and System Safety, Elsevier, vol. 218(PA).
    2. Fadel Miguel, Leandro F. & Beck, André T., 2024. "Optimal path shape of friction-based Track-Nonlinear Energy Sinks to minimize lifecycle costs of buildings subjected to ground accelerations," Reliability Engineering and System Safety, Elsevier, vol. 248(C).
    3. Ali Sabbaghzade Feriz & Hesam Varaee & Mohammad Reza Ghasemi, 2024. "Multi-Objective Optimization in Support of Life-Cycle Cost-Performance-Based Design of Reinforced Concrete Structures," Mathematics, MDPI, vol. 12(13), pages 1-26, June.

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