Seismic strengthening and seismic improvement of timber structures

被引:41
|
作者
Parisi, Maria Adelaide [1 ]
Piazza, Maurizio [2 ]
机构
[1] Politecn Milan, I-20133 Milan, Italy
[2] Univ Trento, I-38123 Trento, Italy
关键词
Timber structures; Seismic strengthening; Seismic improvement; Timber floors; Timber roofs; Carpentry joints; Post-elastic behaviour; NUMERICAL-ANALYSIS; INPLANE STIFFNESS; BEHAVIOR; JOINTS; REINFORCEMENT; STRESS; SYSTEM; BEAMS;
D O I
10.1016/j.conbuildmat.2015.05.093
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
In European seismic areas timber structures are found as building frames, in combination with masonry infills, in bridges, but most frequently in roof structures and floor slabs of traditional buildings. Seismic strengthening of existing structures should provide a well-defined and simple path to seismic forces, maintain timber members elastic, and develop as much as possible the post-elastic behaviour of joints. Provisions must be adopted to avoid sudden loss of capacity and brittle failure, and to foster ductility. Different criteria for seismic strengthening of floor slabs and of carpentry joints are presented. (C) 2015 Elsevier Ltd. All rights reserved.
引用
收藏
页码:55 / 66
页数:12
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