A SIMPLE MODEL FOR EVALUATING THE STRUCTURAL RESPONSE OF MASONRY STRUCTURES STRENGTHENED WITH FRP

摘要：

The paper presents some numerical applications regarding the nonlinear analysis of masonry elements strengthened with fiber reinforced plastic (FRP) materials. In particular, for the modeling approach of the examined structures, a special finite element based on the Timoshenkos theory considering a particular interpolation of the dependent variables has been proposed by the authors. The model includes special features such as interfaces and rigid offsets in order to account some peculiarities characterizing the behavior of masonry structures.The paper is organized into two main parts. In the first part the proposed model is described whilst in the second part some numerical applications are discussed.

关键词： Masonry strengthening FRP FE analysis

作者: E. Grande M. Imbimbo E. Sacco

作者单位: PhD, Dept. of Mechanics, Structures and Environment , University of Cassino, Cassino. Italy Associate Professor, Dept. of Mechanics, Structures and Environment , University of Cassino, Cassino Professor, Dept. of Mechanics, Structures and Environment , University of Cassino, Cassino. Italy

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）