A model for the out-of-plane dynamic analysis of unreinforced masonry walls in buildings with flexible diaphragms

被引：10
|
作者：
Landi, Luca [1 ]
Gabellieri, Rocco [1 ]
Diotallevi, Pier Paolo [1 ]
机构：
[1] Univ Bologna, Dept DICAM, I-40136 Bologna, Italy
来源：
SOIL DYNAMICS AND EARTHQUAKE ENGINEERING | 2015年 / 79卷
关键词：
Out-of-plane bending; Unreinforced masonry; Dynamic analysis; Flexible diaphragms; SEISMIC BEHAVIOR; ROCKING RESPONSE; BLOCKS;
D O I：
10.1016/j.soildyn.2015.09.013
中图分类号：
P5 [地质学];
学科分类号：
0709 ; 081803 ;
摘要：
This paper proposes a model for simulating the dynamic behaviour of slender external walls of unreinforced masonry buildings with flexible diaphragms subjected to out-of-plane bending. The proposed model is characterized by two degrees of freedom (2DOF) and allows to perform time-history analyses in order to study the influence of diaphragm flexibility on the displacement capacity and demand of walls in out-of-plane bending. The wall has been modelled as an assemblage of two rigid bodies connected by an intermediate hinge and restrained at the top by a spring: the damping has been modelled through the introduction of the coefficient of restitution. The equations of motion of the 2DOF system have been derived and integrated in the time domain. Dynamic analyses of a set of walls subjected to Gaussian impulses and recorded ground motions have been performed in order to compare the response of the simply supported wall with that of the wall with an elastic spring at the top. (c) 2015 Elsevier Ltd. All rights reserved.
引用
收藏
页码：211 / 222
页数：12
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