期刊
CONSTRUCTION AND BUILDING MATERIALS
卷 102, 期 -, 页码 1101-1112出版社
ELSEVIER SCI LTD
DOI: 10.1016/j.conbuildmat.2014.12.114
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
资金
- ReLUIS-DPC network
- Italian University Network of Seismic Engineering Laboratories
- Italian Civil Protection Agency
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.
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