研究论文
Effectiveness of nonlinear static procedures for slender masonry towers
Barbara Pintucchi, Nicola Zani
University of Florence
来源Bulletin of Earthquake Engineering
年份2014
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学术脉络
学科主题
工程Seismic Performance and Analysis
Masonry and Concrete Structural Analysis · Structural Health Monitoring Techniques
参考文献 35
AN ENERGY-BASED FORMULATION FOR FIRST-AND MULTIPLE-MODE NONLINEAR STATIC (PUSHOVER) ANALYSES
被引 119Enrique Hernández‐Montes, Oh‐Sung Kwon, Mark Aschheim · Journal of Earthquake Engineering · 2004
Advanced inelastic static (pushover) analysis for earthquake applications
被引 232Amr S. Elnashai · STRUCTURAL ENGINEERING AND MECHANICS · 2001
Equilibrium Problems and Limit Analysis of Masonry Beams
被引 8Massimiliano Lucchesi, Miroslav Šilhavý, Nicola Zani · Journal of Elasticity · 2011
此处列出前 3 条
引用本文 30
Influence of soil deformability on the seismic response of a masonry tower
被引 87Siro Casolo, Vito Diana, Giuseppina Uva · Bulletin of Earthquake Engineering · 2016
Role of inclination in the seismic vulnerability of bell towers: FE models and simplified approaches
被引 54Gabriele Milani, Rafael Shehu, Marco Valente · Bulletin of Earthquake Engineering · 2016
Non-linear analysis of the Carmine bell tower under seismic actions accounting for soil–foundation–structure interaction
被引 49Filomena de Silva, Francesca Ceroni, Stefania Sica · Bulletin of Earthquake Engineering · 2017
按被引量排序，此处列出前 3 条