Proposal of an analytical procedure and a simplified numerical model for elastic response of single-storey timber shear-walls

被引：72

作者：

Casagrande, Daniele ^{[1
]}

Rossi, Simone ^{[1
]}

Sartori, Tiziano ^{[1
]}

Tomasi, Roberto ^{[1
]}

机构：

[1] Univ Trento, Dept Civil Mech & Environm Engn, Trento, Italy

来源：

CONSTRUCTION AND BUILDING MATERIALS | 2016年 / 102卷

关键词：

Timber shear-wall; Light timber-frame wall; CLT wall; Elastic analysis; Seismic analysis; Horizontal force; Horizontal displacement; Numerical modelling; Horizontally aligned walls; UNITN model;

D O I：

10.1016/j.conbuildmat.2014.12.114

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

A simplified and reliable tool for the elastic analysis of one-storey timber shear-walls under simultaneous horizontal and vertical loads is presented. This approach is suitable for the analysis both of light timber-frame walls and CLT walls. The analytical expressions to determine the horizontal displacement and the elastic stiffness of a single wall are provided, these expressions are then extended to walls placed in series. A simplified numerical model suitable for F.E. analysis is also developed. In the last part of the paper a comparison between an analytical example and the results of a laboratory test is shown. (C) 2015 Elsevier Ltd. All rights reserved.

引用

页码：1101 / 1112

页数：12