2015
DOI: 10.1016/j.proeng.2015.08.217
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Effect of Prestressing on Plastic Behaviour of Reinforced Concrete Frame

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“…15 Some parameters such as spectral acceleration (S a ), spectral velocity (S v ), peak ground displacement (PGD), peak ground velocity (PGV), peak ground acceleration (PGA) and spectral displacement (S d ) have been generally utilized in previous studies as IM. 16 As the conventional method, the inter-story drift ratio is utilized as an EDP in evaluating the engineering demand in the fragility analysis. Mobinipour and Pourzeynali (2019) investigated the fragility of tall buildings with moment resisting frame system under near-fault records.…”
mentioning
confidence: 99%
“…15 Some parameters such as spectral acceleration (S a ), spectral velocity (S v ), peak ground displacement (PGD), peak ground velocity (PGV), peak ground acceleration (PGA) and spectral displacement (S d ) have been generally utilized in previous studies as IM. 16 As the conventional method, the inter-story drift ratio is utilized as an EDP in evaluating the engineering demand in the fragility analysis. Mobinipour and Pourzeynali (2019) investigated the fragility of tall buildings with moment resisting frame system under near-fault records.…”
mentioning
confidence: 99%