Impact of Anchoring Steel Mast Structure on the State of Stress and Strain in Existing Masonry Buildings

3rd World Multidisciplinary Civil Engineering, Architecture, Urban Planning Symposium

土木建筑工程;文学

Kucharczyk, Anna^1 ; Urbanska, Krystyna^1

Faculty of Civil Engineering, Architecture and Environmental Engineering, University of Zielona Góra, Licealna Str. 9, Zielona Góra

65-417, Poland^1

关键词: Analytical calculation;    Linear and nonlinear behaviours;    Masonry building;    Masonry elements;    Masonry walls;    State of stress;    Steel masts;   

Others  :  https://iopscience.iop.org/article/10.1088/1757-899X/471/5/052037/pdf
DOI  :  10.1088/1757-899X/471/5/052037

学科分类：土木及结构工程学

来源: IOP

【 摘 要 】

The article presents analytical calculations of a connection between a mast structure and a masonry wall which take into account basic destruction mechanisms for both the connectors and the masonry element. Numerical simulations which illustrate the distribution of stresses and strains in the wall within the linear and nonlinear behaviour of the structure have been presented.