Seismic Fragility Evaluation of Multi-Branch Piping Systems installed in Critical Low-Rise Buildings

被引:0
|
作者
Ju, BuSeog [1 ]
Jung, WooYoung [2 ]
机构
[1] N Carolina State Univ, Dept Civil Engn, Raleigh, NC 27695 USA
[2] GangNeung WonJu Natl Univ, Dept Civil Engn, Kangnung 210702, South Korea
来源
DISASTER ADVANCES | 2013年 / 6卷 / 04期
基金
新加坡国家研究基金会;
关键词
Seismic; Piping; Fragility; Monte-Carlo; Probability; T-joint; Multi-Branch;
D O I
暂无
中图分类号
P [天文学、地球科学];
学科分类号
07 ;
摘要
The failure of nonstructural components such as piping, ceiling, mechanical and electrical equipments led to operational and functional problems in structural system during the past severe earthquakes. Consequently, in the last few decades, a reduction of the damage to nonstructural components or an improvement on the performance of nonstructural component has emerged as a key area of research. The primary objective of this research was to develop the seismic fragility of the piping system incorporating the multi T-joint branch piping systems. The procedure for evaluating fragility curves corresponding to the first damage limit state considered the effects of each floor acceleration-sensitivity for low-rise RC and steel frame building structures subjected to 50 selected ground motions as function of uncertainties. The result of this study revealed that the conditional probability of failure to the piping system on each floor level in critical facilities increased with increased level of floor and in fact, floor level in low-rise buildings can tune the fragilities between the building and the piping system.
引用
收藏
页码:59 / 65
页数:7
相关论文
共 50 条
  • [41] LOW-RISE TIMBER BUILDINGS SUBJECTED TO SEISMIC, WIND, AND SNOW LOADS - CLOSURE
    SOLTIS, LA
    JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 1985, 111 (05): : 1166 - 1166
  • [42] LOW-RISE TIMBER BUILDINGS SUBJECTED TO SEISMIC, WIND, AND SNOW LOADS - DISCUSSION
    SOMAYAJI, S
    JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 1985, 111 (05): : 1164 - 1166
  • [43] Experimental Study of New Seismic Protective Devices for Low-Rise Steel Buildings
    Kohan, Paul
    Wendichansky, Daniel
    Suarez, Luis E.
    JOURNAL OF EARTHQUAKE ENGINEERING, 2012, 16 (01) : 83 - 104
  • [44] Assessment of seismic strengthening solutions for existing low-rise RC buildings in Nepal
    Chaulagain, Hemchandra
    Rodrigues, Hugo
    Spacone, Enrico
    Varum, Humberto
    EARTHQUAKES AND STRUCTURES, 2015, 8 (03) : 511 - 539
  • [45] Development and Validation of a Seismic Index for Assessing the Vulnerability of Low-Rise RC Buildings
    Sharafi, Sayed Q.
    Maulana, Taufiq I.
    Saito, Taiki
    CIVIL ENGINEERING JOURNAL-TEHRAN, 2025, 11 (03): : 1106 - 1131
  • [46] Seismic design of low-rise buildings based on frequent earthquake response spectrum
    Barros J.
    Santa-María H.
    Journal of Building Engineering, 2019, 21 : 366 - 372
  • [47] ASSESSMENT OF Q-FACTORS FOR SEISMIC DESIGN OF LOW-RISE STEEL BUILDINGS
    CALADO, L
    AZEVEDO, J
    LAMAS, A
    JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 1995, 35 (01) : 1 - 17
  • [48] Seismic force modification factors for partitions in low-rise reinforced concrete buildings
    Kazerounian, A. R.
    Kazemi, M. T.
    SCIENTIA IRANICA, 2019, 26 (06) : 3097 - 3108
  • [49] SEISMIC PERFORMANCE OF LOW-RISE LIGHT-FRAMED WOOD BUILDINGS.
    Soltis, L.A.
    1984, (16):
  • [50] Development and experimental behavior of HDR seismic isolators for low-rise residential buildings
    Madera Sierra, Ingrid E.
    Losanno, Daniele
    Strano, Salvatore
    Marulanda, Johannio
    Thomson, Peter
    ENGINEERING STRUCTURES, 2019, 183 : 894 - 906