In order to improve the seismic behavior of the rural masonry buildings and reduce the cost and be convenient for construction, a precast tie-column system was put forward, which was suitable for masonry buildings, constructed by fired common bricks or porous bricks. The uniaxial compression constitutive relation of brick masonry was used for simulating the precast tie-column. And this paper analyzed the difference of the seismic behavior of masonry walls which bearing different vertical compressive stress, and confined by cast-in-place tie-columns or precast tie-columns, and whether contain windows or not. The results show that the uniaxial compression constitutive relation used for simulating precast tie-column is reasonable and the seismic behavior of masonry walls confined by precast tie-columns is better than the wall without tie-colums, and equal to those confined by cast-in-place tie-columns.
Numerical Analysis of Seismic Behavior of Masonry Walls Confined by Precast Tie-Columns
CEABM, International Conference on Civil Engineering, Architecture and Building Materials, 2 ; 2429-2435
Applied Mechanics and Materials ; 166-169
2012
7 Seiten
Aufsatz (Konferenz)
Englisch
Seismic Behavior of Precast Concrete Shear Walls with Different Confined Boundary Elements
Springer Verlag | 2018
|Seismic Behavior of Precast Concrete Shear Walls with Different Confined Boundary Elements
Online Contents | 2019
|Seismic In-plane performance of retrofitted masonry walls
Springer Verlag | 2013
|Seismic In-plane performance of retrofitted masonry walls
Online Contents | 2014
|