Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Effect of Response Reduction Factor on Peak Floor Acceleration Demand in Mid-Rise RC Buildings
Abstract Estimation of Peak Floor Acceleration (PFA) demand along the height of a building is crucial for the seismic safety of nonstructural components. The effect of the level of inelasticity, controlled by the response reduction factor (strength ratio), is studied using incremental dynamic analysis. A total of 1120 nonlinear dynamic analyses, using a suite of 30 recorded ground motion time histories, are performed on mid-rise reinforced-concrete (RC) moment-resisting frame buildings covering a wide range in terms of their periods of vibration. The obtained PFA demands are compared with some of the major national seismic design and retrofit codes (IS 1893 draft version, ASCE 41, EN 1998, and NZS 1170.4). It is observed that the PFA demand at the building’s roof level decreases with increasing period of vibration as well as with strength ratio. However, current seismic building codes do not account for these effects thereby producing very conservative estimates of PFA demands. Based on the identified parameters affecting the PFA demand, a model to obtain the PFA distribution along the height of a building is proposed. The proposed model is validated with spectrum-compatible time history analyses of the considered buildings with different strength ratios.
Effect of Response Reduction Factor on Peak Floor Acceleration Demand in Mid-Rise RC Buildings
Abstract Estimation of Peak Floor Acceleration (PFA) demand along the height of a building is crucial for the seismic safety of nonstructural components. The effect of the level of inelasticity, controlled by the response reduction factor (strength ratio), is studied using incremental dynamic analysis. A total of 1120 nonlinear dynamic analyses, using a suite of 30 recorded ground motion time histories, are performed on mid-rise reinforced-concrete (RC) moment-resisting frame buildings covering a wide range in terms of their periods of vibration. The obtained PFA demands are compared with some of the major national seismic design and retrofit codes (IS 1893 draft version, ASCE 41, EN 1998, and NZS 1170.4). It is observed that the PFA demand at the building’s roof level decreases with increasing period of vibration as well as with strength ratio. However, current seismic building codes do not account for these effects thereby producing very conservative estimates of PFA demands. Based on the identified parameters affecting the PFA demand, a model to obtain the PFA distribution along the height of a building is proposed. The proposed model is validated with spectrum-compatible time history analyses of the considered buildings with different strength ratios.
Effect of Response Reduction Factor on Peak Floor Acceleration Demand in Mid-Rise RC Buildings
Surana, Mitesh (Autor:in) / Singh, Yogendra (Autor:in) / Lang, Dominik H. (Autor:in)
01.06.2017
13 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
Response Spectrum Method for Estimation of Peak Floor Acceleration Demand
| British Library Conference Proceedings | 2009
Effect of Nonlinearity of Frame Buildings on Peak Horizontal Floor Acceleration
| Online Contents | 2011
Effect of Nonlinearity of Frame Buildings on Peak Horizontal Floor Acceleration
| Taylor & Francis Verlag | 2011