Characterization of ground motion intensity for the seismic fragility assessment of plan-irregular RC buildings

被引:15
|
作者
Bhasker, Rohan [1 ]
Menon, Arun [1 ]
机构
[1] Indian Inst Technol Madras, Dept Civil Engn, Chennai, Tamil Nadu, India
关键词
Intensity measures; Plan irregularity; Seismic fragility; Bi-directional seismic input; Vector IMs; SPECTRAL SHAPE; RISK-ASSESSMENT; SCALAR; VECTOR; CAPACITY; SELECTION; MODELS;
D O I
10.1016/j.istruc.2020.08.019
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The identification of ground motion intensity measures (IMs) that are characterized by virtues such as efficiency, sufficiency, scaling robustness and hazard computability, has been the subject of extensive research over the past several years. In the process, there have evolved, numerous non-structure specific as well as structure specific descriptors of ground shaking severity. Most of the studies that investigated the optimality of such descriptors were, however, restricted to the seismic response of single or multi-storey planar frame buildings under unidirectional excitation. The study herein aims to examine, the efficiency and sufficiency of a wide spectrum of IMs, in predicting the maximum interstorey drift demands on plan-irregular RC moment frame buildings subjected to bi-directional ground motion. This is accomplished through a cloud analysis-based framework that integrates nonlinear response history analysis and statistical regression analysis. Further, the use of scalar bidirectional shaking intensity measures (BSIMs) derived from a vector of intensities corresponding to each horizontal component of ground motion using popular combination schemes such as geometric averaging, arithmetic averaging, SRSS and use of envelope values, is examined from the perspective of their ability to predict drift demands. Observations from the study reveal that IMs based on the geometric averaging of spectral ordinates over a range of periods are superior to the other descriptors considered, in terms of the aforementioned attributes and that combining the intensities of the two orthogonal components by geometric averaging leads to an optimal BSIM that could be used in place of vector IMs. The heteroscedasticity in the maximum interstorey drift response under different levels of the BSIM is further investigated using a Multiple Stripe Analysis framework. The optimal BSIM is observed to perform reasonably well at all target intensity levels, making it an excellent candidate to base fragility and vulnerability functions upon.
引用
收藏
页码:1763 / 1776
页数:14
相关论文
共 50 条
  • [21] Development and urban-scale application of a simplified method for seismic fragility assessment of RC buildings
    Del Gaudio, C.
    Ricci, P.
    Verderame, G. M.
    Manfredi, G.
    ENGINEERING STRUCTURES, 2015, 91 : 40 - 57
  • [22] Seismic Fragility of RC Wall-Frame Buildings Using the DDBD Approach for Vulnerability Assessment
    Palsanawala, Twinsy N.
    Vasanwala, Sandip A.
    Bhaiya, Vishisht
    Gondaliya, Kaushik M.
    PRACTICE PERIODICAL ON STRUCTURAL DESIGN AND CONSTRUCTION, 2023, 28 (04)
  • [23] Ground Motion Intensity Measures for Seismic Vulnerability Assessment of Steel Storage Tanks With Unanchored Support Conditions
    Phan, Hoang Nam
    Paolacci, Fabrizio
    Nguyen, Van My
    Hoang, Phuong Hoa
    JOURNAL OF PRESSURE VESSEL TECHNOLOGY-TRANSACTIONS OF THE ASME, 2021, 143 (06):
  • [24] Fragility-based seismic assessment of traditional masonry buildings on Azores (Portugal) using simulated ground-motion records
    Bernardo, Vasco
    Karimzadeh, Shaghayegh
    Caicedo, Daniel
    Hussaini, Sayed Mohammad Sajad
    Lourenco, Paulo B.
    EARTHQUAKE SPECTRA, 2024, 40 (04) : 2836 - 2861
  • [25] Derivation of Fragility Functions for Seismic Assessment of RC Bridge Portfolios Using Different Intensity Measures
    Monteiro, Ricardo
    Zelaschi, Claudia
    Silva, Antonio
    Pinho, Rui
    JOURNAL OF EARTHQUAKE ENGINEERING, 2019, 23 (10) : 1678 - 1694
  • [26] Optimal intensity measures for seismic fragility assessment of corrosion-damaged RC bridge piers
    Asghshahr, Mohammadreza Seify
    Dizaj, Ebrahim Afsar
    Ghasemi, Arian
    BULLETIN OF EARTHQUAKE ENGINEERING, 2024, 22 (11) : 5673 - 5704
  • [27] Analytical-mechanical based framework for seismic overall fragility analysis of existing RC buildings in town compartments
    Ruggieri, Sergio
    Calo, Mirko
    Cardellicchio, Angelo
    Uva, Giuseppina
    BULLETIN OF EARTHQUAKE ENGINEERING, 2022, 20 (15) : 8179 - 8216
  • [28] Seismic Fragility Evaluation of Existing RC Frame and URM Buildings in Algeria
    Remki, Mustapha
    Kibboua, Abderrahmane
    Benouar, Djillali
    Kehila, Fouad
    INTERNATIONAL JOURNAL OF CIVIL ENGINEERING, 2018, 16 (7A) : 845 - 856
  • [29] Seismic assessment of existing RC buildings under alternative ground motion ensembles compatible to EC8 and NTC 2008
    Tanganelli, Marco
    Viti, Stefania
    Mariani, Valentina
    Pianigiani, Maria
    BULLETIN OF EARTHQUAKE ENGINEERING, 2017, 15 (04) : 1375 - 1396
  • [30] Seismic fragility assessment of existing masonry buildings in aggregate
    Angiolilli, Michele
    Lagomarsino, Sergio
    Cattari, Serena
    Degli Abbati, Stefania
    ENGINEERING STRUCTURES, 2021, 247