Direct loss-based seismic design of low-rise base-isolated reinforced concrete buildings

被引:0
|
作者
Suarez, Diego [1 ]
Calvi, Gian Michele [1 ]
Gentile, Roberto [2 ]
机构
[1] Scuola Univ Super IUSS, Pavia, Italy
[2] UCL, Dept Risk & Disaster Reduct, London, England
关键词
base isolation; consequence model; fragility model; loss-based design; vulnerability model; DISPLACEMENT-BASED DESIGN; PERFORMANCE; FRAMEWORK; RECOVERY; DOWNTIME;
D O I
10.1002/eqe.4238
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper proposes a procedure to design low-rise base-isolated structures achieving a specific target level of earthquake-induced loss (e.g., dollars, downtime) while complying with a predefined minimum level of structural reliability. The procedure is "direct" since the target loss is specified at the first step of the process, and virtually no design iterations are required. Direct loss-based design (DLBD) is enabled by a simplified loss assessment module involving: (1) surrogate probabilistic seismic demand models representing the probability distribution of peak horizontal displacements and accelerations on top of the isolation layer conditional on different ground-motion intensity levels; (2) approximations of the superstructure response; (3) simplified consequence models for isolation system and superstructure based on damage-to-loss ratios (economic loss or repair time); (4) simplified consequence models for acceleration- and drift-sensitive non-structural components, based on storey loss functions of a potential inventory of components. Given some basic geometrical parameters of the superstructure, DLBD provides the isolation system's force-displacement curve and the required superstructure's strength complying with a selected loss target. The members' structural detailing follows the principles of direct displacement-based design, sectional analysis, and the general theory of base isolation. The procedure is illustrated by designing six reinforced concrete wall buildings (two-, three-, and four-storeys) base isolated with lead rubber bearings, to achieve predefined targets of expected repair time. Repair time is benchmarked against a more refined method adopting a cloud-based non-linear time history analysis, finding a maximum underestimation of 17%, thus confirming the dependability of DLBD. Such error is almost entirely attributable to the simplified estimation of peak floor accelerations, and it could be potentially eliminated by refining such estimation.
引用
收藏
页码:4641 / 4669
页数:29
相关论文
共 50 条
  • [1] Gaussian process regression-based surrogate modelling for direct loss-based seismic design of low-rise base-isolated structures
    Suarez, D.
    Rubini, G.
    Gentile, R.
    Galasso, C.
    XIX ANIDIS CONFERENCE, SEISMIC ENGINEERING IN ITALY, 2023, 44 : 1728 - 1735
  • [2] Simplified method for the seismic design of low-rise, shear wall base-isolated buildings
    Tena-Colunga, Arturo
    Open Construction and Building Technology Journal, 2014, 8 (01): : 22 - 33
  • [3] Seismic analysis of a low-rise base-isolated structural system
    Kaplan, Halit
    Aydilek, Ahmet H.
    JOURNAL OF LOW FREQUENCY NOISE VIBRATION AND ACTIVE CONTROL, 2006, 25 (02) : 93 - 109
  • [4] Seismic retrofit of reinforced concrete frames by direct loss-based design
    Rubini, Giorgio
    Suarez, Diego
    Gentile, Roberto
    Galasso, Carmine
    XIX ANIDIS CONFERENCE, SEISMIC ENGINEERING IN ITALY, 2023, 44 : 1840 - 1847
  • [5] Direct loss-based seismic design of reinforced concrete frame and wall structures
    Gentile, Roberto
    Calvi, Gian Michele
    EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 2023, 52 (14): : 4395 - 4415
  • [6] Direct loss-based seismic retrofit of reinforced concrete frames
    Rubini, Giorgio
    Calvi, Gian Michele
    Gentile, Roberto
    Bulletin of Earthquake Engineering, 2024,
  • [7] Direct loss-based seismic retrofit of reinforced concrete frames
    Giorgio Rubini
    Gian Michele Calvi
    Roberto Gentile
    Bulletin of Earthquake Engineering, 2025, 23 (1) : 327 - 357
  • [8] Seismic Collapse Probability Considering Pounding and Financial Loss Estimation of Base-Isolated Reinforced Concrete Buildings
    Bhagat, Satish
    Wijeyewickrema, Anil C.
    JOURNAL OF EARTHQUAKE AND TSUNAMI, 2018, 12 (03)
  • [9] Seismic Retrofit of Low-Rise Reinforced-Concrete Buildings: A Modified Displacement-Based Design Procedure
    De Sortis, Adriano
    Vestroni, Fabrizio
    JOURNAL OF ARCHITECTURAL ENGINEERING, 2020, 26 (02)
  • [10] Behavior of Low-Rise Reinforced Concrete Buildings
    Pujol, Santiago
    Ramírez, Julio A.
    Sarria, Alberto
    Concrete International, 2000, 22 (01) : 40 - 44