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A numerical procedure for the pushover analysis of masonry towers
Massimiliano Bocciarelli, Gaia Barbieri
Politecnico di Milano
来源Soil Dynamics and Earthquake Engineering
年份2016
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学术脉络
学科主题
工程Masonry and Concrete Structural Analysis
Seismic Performance and Analysis · Structural Engineering and Vibration Analysis
参考文献 40
Strategies for Tracing the Nonlinear Response Near Limit Points
被引 483Ekkehard Ramm · 1981
Modal Model Identification with Unknown Nonstationary Base Motion
被引 13Danilo Capecchi, Maurizio De Angelis, Vincenzo Sepe · Meccanica · 2003
On the Numerical and Experimental Strengthening Assessment of Tufa Masonry with FRP
被引 32Dora Foti · Mechanics of Advanced Materials and Structures · 2012
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Advanced numerical insights into failure analysis and strengthening of monumental masonry churches under seismic actions
被引 75Marco Valente, Gabriele Milani · Engineering Failure Analysis · 2019
Influences of earthquake input models on nonlinear seismic performances of minaret-foundation-soil interaction systems
被引 40Alemdar Bayraktar, Emin Hökelekli · Soil Dynamics and Earthquake Engineering · 2020
Implementation of Pushover Analysis for Seismic Assessment of Masonry Towers: Issues and Practical Recommendations
被引 32Rafael Shehu · Buildings · 2021
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