Rigid element model for in-plane dynamics of masonry walls considering hysteretic behaviour and damage.

A specific rigid element approach is proposed for the in-plane dynamical analysis of masonry walls, whose seismic performance is strongly related to mechanical deterioration and hysteretic energy dissipation. Since the execution of effective time-history analysis necessitates the use of discrete mod...

詳細記述

書誌詳細
出版年:Earthquake engineering & structural dynamics. 36, 8 (2007).
第一著者: Casolo, Siro
フォーマット: 論文
言語:English
主題: