Titlebook: Seismic Fragility Assessment for Buildings due to Earthquake Excitation; FADZLI MOHAMED NAZRI Book 2018 The Author(s) 2018 Earthquake Engi

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Introduction,ies. Building damage is the main source of seismic loses during earthquakes. To solve this problem, fragility curves were introduced by researchers to serve as one of main tool in assessing damage and loss during earthquakes.

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Performance of MRFs Due to Nonlinear Analysis,ure performance according to the pushover analysis. In this analysis, as suggested by Eurocode 8 (BSI in Eurocode 8: design provisions for earthquake resistance of structures: part 1-1, general rules—seismic actions and general requirements for structures. British Standards Institution, London, .),

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Closing Remarks,eel frames (MRSF)for low-, mid-, and high-rise were designed based on Eurocode 2, Eurocode 3, and Eurocode 8. The pushover analysis (POA)and incremental dynamic analysis (IDA) were performed by using the SAP2000 software. For the dynamic analysis, three sets of near-field (NF) ground motion and far-

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Book 2018s based on different types of structural material, height, and ground motion records. It examines six sets of concrete and steel frames, which vary in terms of their height (3-, 6- and 9-storey) and include regular and irregular frames. Each structure frame was designed based on Eurocode 2 and 3 wit

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2191-530X rthquake engineering.Provides background information on the .This book presents a simplified approach to earthquake engineering by developing the fragility curve for regular and irregular moment-resisting frames based on different types of structural material, height, and ground motion records. It e

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