A Macro-Distinct Element Model (M-DEM) for out-of-plane analysis of unreinforced masonry structures
Despite the vulnerability of unreinforced masonry (URM) structures to out-of-plane (OOP)
loading, computational methods that can efficiently simulate OOP failure at the building …
loading, computational methods that can efficiently simulate OOP failure at the building …
Displacement capacity of contemporary unreinforced masonry walls: an experimental study
AH Salmanpour, N Mojsilović, J Schwartz - Engineering Structures, 2015 - Elsevier
A research project on the displacement capacity of contemporary unreinforced masonry
(URM) walls is underway at the Institute of Structural Engineering of ETH Zurich. The …
(URM) walls is underway at the Institute of Structural Engineering of ETH Zurich. The …
Lower bound limit analysis of unreinforced masonry shear walls
DJ Sutcliffe, HS Yu, AW Page - Computers & Structures, 2001 - Elsevier
This paper describes a new technique for computing the lower bound limit loads in
unreinforced masonry shear walls under conditions of plane strain. From a macroscopic …
unreinforced masonry shear walls under conditions of plane strain. From a macroscopic …
[HTML][HTML] Identification of mesoscale model parameters for brick-masonry
Realistic assessment of existing masonry structures requires the use of detailed nonlinear
numerical descriptions with accurate model material parameters. In this work, a novel …
numerical descriptions with accurate model material parameters. In this work, a novel …
[HTML][HTML] Strength of masonry subjected to in-plane loading: A contribution
N Mojsilović - International Journal of Solids and Structures, 2011 - Elsevier
The present paper discusses the strength of unreinforced masonry subjected to in-plane
loading. Applying the methods of the theory of plasticity, the state of stresses under …
loading. Applying the methods of the theory of plasticity, the state of stresses under …
An embedded cohesive crack model for finite element analysis of brickwork masonry fracture
This paper presents a numerical procedure for fracture of brickwork masonry based on the
strong discontinuity approach. The model is an extension of the cohesive model prepared by …
strong discontinuity approach. The model is an extension of the cohesive model prepared by …
[PDF][PDF] 高延性混凝土加固无筋砖砌体墙抗震性能试验研究
邓明科, 杨铄, 梁兴文 - 土木工程学报, 2018 - manu36.magtech.com.cn
为提高砖砌体墙的抗震性能, 采用高延性混凝土(HDC) 对其进行加固, 对4 片HDC 加固砖墙和2
片作为对比试件的未加固砖墙进行低周水平往复加载试验, 主要研究不同加固形式(构造带加固 …
片作为对比试件的未加固砖墙进行低周水平往复加载试验, 主要研究不同加固形式(构造带加固 …
Definition of interaction curves for the in-plane and out-of-plane capacity in brick masonry walls
During an earthquake a wall is subjected to a three dimensional acceleration field and
undergoes simultaneous in-plane and out-of-plane loading. The action of one type of …
undergoes simultaneous in-plane and out-of-plane loading. The action of one type of …
The influence of mortar head joints on the in-plane and out-of-plane seismic strength of brick masonry walls
MR Maheri, MA Najafgholipour, AR Rajabi - 2011 - sid.ir
A sound assessment of the IN-PLANE SHEAR and out-of-plane bending capacities of the
load-bearing walls is imperative when conducting seismic assessment or seismic design of …
load-bearing walls is imperative when conducting seismic assessment or seismic design of …
[图书][B] Reliability of Unreinforced Masonry Bracing Walls-Probabilistic Approach and Optimized Target Values
E Brehm - 2011 - tuprints.ulb.tu-darmstadt.de
Bracing walls are essential members in typical masonry structures. However, design checks
are only performed rarely in Germany. The reason for this is a paragraph in the German …
are only performed rarely in Germany. The reason for this is a paragraph in the German …