EXPERIMENTAL AND ANALYTICAL INVESTIGATIONS ОF SOLID WOODEN WALL PANEL ELEMENTS SUBJECTED TO LATERAL LOADS

摘要：

Within the bilateral project realized by the Institute of Earthquake Engineering and Engineering Seismology IZIIS, Skopje and Faculty of Civil and Geodetic Engineering, University of Ljubljana, Slovenia various configurations of cross-laminated timber wall elements, have been tested under combined constant vertical loads and cyclic horizontal loads subjected to different boundary conditions. This paper presents the comparative numerical study of solid wooden wall panel elements behaviour, preformed using the obtained quasi-static tests results.Based on the tests results special constitutive relations for connections between the panel elements and the foundation have been developed and integrated into numerical model of the whole system based on finite element method.The results obtained from pushover, quasi-static and dynamic analyses have proved the applicability of the proposed numerical constitutive relationships in practice for prediction of the seismic behaviour of this type of massive wooden panels.

关键词： Wooden wall panels racking strength FEM analysis

作者: M.Stojmanovska V.Hristovski

作者单位: Research Assistant, Dept. of Engineering Structures , Institute of Earthquake Engineering and Engine Associate Professor, Dept. of Engineering Structures , Institute of Earthquake Engineering and Engin

会议类型: 国际会议

会议名称: 14th World Conference on Earthquake Engineering(第十四届国际地震工程会议)

会议地点: 北京

会议语种:英文

在线出版日期: 2008-10-12（万方平台首次上网日期，不代表论文的发表时间）