TY - GEN
T1 - Seismic Performance Assessment of Reinforced Concrete Building with Precast Shear Wall
AU - Shil, Pijush
AU - Singhal, Shubham
AU - Chourasia, Ajay
AU - Ravindranatha,
N1 - Publisher Copyright:
© 2021, The Author(s), under exclusive license to Springer Nature Singapore Pte Ltd.
PY - 2021
Y1 - 2021
N2 - To avoid exceptional seismic effects on structure during the severe earthquake, it is desirable to increase the lateral load resistant capacity of the structure, which may be done by providing reinforced concrete shear walls in the building. In recent times, precast RC shear walls are more prevalent in practice, where is the understanding of seismic behavior of such walls has not new studied adequately. In the present study, proposed building models are G+5 story reinforced concrete (RC) frame building with and without precast RC shear wall which were modeled in SAP 2000. Non-linear pushover analysis and incremental dynamic analysis are performed to assess and compare the seismic performance of both the systems. Fragility curves are developed for different damage states, i.e., slight, moderate, extensive, and complete damage based on HAZUS methodology. Fragility curves gave the probability of damage at the corresponding damage state, which is useful in seismic assessment of precast RC buildings with precast shear wall.
AB - To avoid exceptional seismic effects on structure during the severe earthquake, it is desirable to increase the lateral load resistant capacity of the structure, which may be done by providing reinforced concrete shear walls in the building. In recent times, precast RC shear walls are more prevalent in practice, where is the understanding of seismic behavior of such walls has not new studied adequately. In the present study, proposed building models are G+5 story reinforced concrete (RC) frame building with and without precast RC shear wall which were modeled in SAP 2000. Non-linear pushover analysis and incremental dynamic analysis are performed to assess and compare the seismic performance of both the systems. Fragility curves are developed for different damage states, i.e., slight, moderate, extensive, and complete damage based on HAZUS methodology. Fragility curves gave the probability of damage at the corresponding damage state, which is useful in seismic assessment of precast RC buildings with precast shear wall.
UR - http://www.scopus.com/inward/record.url?scp=85104836793&partnerID=8YFLogxK
UR - http://www.scopus.com/inward/citedby.url?scp=85104836793&partnerID=8YFLogxK
U2 - 10.1007/978-981-15-9976-7_10
DO - 10.1007/978-981-15-9976-7_10
M3 - Conference contribution
AN - SCOPUS:85104836793
SN - 9789811599750
T3 - Lecture Notes in Civil Engineering
SP - 95
EP - 107
BT - Seismic Hazards and Risk - Select Proceedings of 7th ICRAGEE 2020
A2 - Sitharam, T. G.
A2 - Kolathayar, Sreevalsa
A2 - Sharma, Mukat Lal
PB - Springer Science and Business Media Deutschland GmbH
T2 - 7th International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics, ICRAGEE 2020
Y2 - 13 July 2020 through 16 July 2020
ER -