TY - JOUR
T1 - Collapse seismic risk assessment for irregular mid-rise buildings
AU - Lu, Lyan Ywan
AU - Hsiao, Fu Pei
AU - Huang, Yin Nan
AU - Hsieh, Wei Huan
N1 - Funding Information:
This research work was sponsored financially by Ministry of Science and Technology, Taiwan, through Grant No. MOST 107-2625-M-492-006. This support is highly appreciated.
Publisher Copyright:
© 2021 ISEC Press.
PY - 2021
Y1 - 2021
N2 - Mid-rise buildings, which may be used as office or apartment buildings, are very common structures in urban areas. Because these buildings are usually heavily populated, the casualty caused by the collapse of these structures in an earthquake could not be overestimated. Therefore, developing a suitable assessment method to identify these buildings with high collapse risk is an important issue. This paper presents a probabilistic assessment method, which involves nonlinear response-history analysis together with incremental dynamic analysis (IDA), to assess the collapse risk of a mid-rise building, so high-risk buildings and their damage patterns can be identified. This methodology is developed based on the procedure of collapse fragility analysis proposed by FEMA P-58, while the local and damage global criteria that define collapse failure are adopted from ASCE 41-13 and PEER-TBI, respectively. Finally, for demonstration, the proposed procedure is applied to assess the collapse risk of a mid-rise RC building that collapsed in a major earthquake occurred in Taiwan, 2016.
AB - Mid-rise buildings, which may be used as office or apartment buildings, are very common structures in urban areas. Because these buildings are usually heavily populated, the casualty caused by the collapse of these structures in an earthquake could not be overestimated. Therefore, developing a suitable assessment method to identify these buildings with high collapse risk is an important issue. This paper presents a probabilistic assessment method, which involves nonlinear response-history analysis together with incremental dynamic analysis (IDA), to assess the collapse risk of a mid-rise building, so high-risk buildings and their damage patterns can be identified. This methodology is developed based on the procedure of collapse fragility analysis proposed by FEMA P-58, while the local and damage global criteria that define collapse failure are adopted from ASCE 41-13 and PEER-TBI, respectively. Finally, for demonstration, the proposed procedure is applied to assess the collapse risk of a mid-rise RC building that collapsed in a major earthquake occurred in Taiwan, 2016.
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U2 - 10.14455/ISEC.2021.8(1).STR-37
DO - 10.14455/ISEC.2021.8(1).STR-37
M3 - Conference article
AN - SCOPUS:85113793548
SN - 2644-108X
VL - 8
SP - STR-37-1-STR-37-6
JO - Proceedings of International Structural Engineering and Construction
JF - Proceedings of International Structural Engineering and Construction
IS - 1
T2 - 11th International Structural Engineering and Construction Conference, ISEC-11 2021
Y2 - 26 July 2021 through 31 July 2021
ER -