Results 61 to 70 of about 66,633 (280)
Unreinforced masonry (URM) structures are widespread worldwide, particularly in older urban districts. However, URM buildings—particularly those constructed before the introduction of modern building codes—are highly vulnerable to seismic hazard, and prone to experiencing local and/or global failures when subjected to significant horizontal shaking ...
Jiadaren Liu +2 more
wiley +1 more source
Parametric Study of Orthotropic Masonry Walls under Static and Dynamic Loading
The paper presents a parametric study of unreinforced and confined masonry walls with orthotropic properties under in-plane static and dynamic loading. A previously developed FEM model was extended to simulate the behaviour of the orthotropic masonry and
Marija Smilović Zulim +3 more
doaj +1 more source
29 October 2007, Çameli earthquake and structural damages at unreinforced masonry buildings [PDF]
A recent earthquake of M=4.9 occurred on 29 October 2007 in Çameli, Denizli, which is located in a seismically active region at southwest Anatolia, Turkey.
H. Kaplan +9 more
doaj
Geometric Limits for the Seismic Design of Unreinforced Masonry Fence Walls
ABSTRACT Current seismic design standards require masonry free‐standing walls to comply with regulations for masonry structural walls. Applying these current seismic design standards to fence walls (free‐standing walls) may be inappropriate due to the different restraint conditions between fence walls and structural walls.
Youngjun Choi +3 more
wiley +1 more source
Out-of-plane seismic response of stone masonry walls: experimental and analytical study of real piers [PDF]
This paper presents the application of an existing simplified displacement-based procedure to the characterization of the nonlinear force-displacement relationship for the out-of-plane behaviour of unreinforced traditional masonry walls.
Costa, A. +4 more
core +1 more source
Out-of-Plane Seismic Response of Unreinforced Masonry Walls: Conceptual Discussion, Research Needs, and Modeling Issues [PDF]
Modeling unreinforced masonry walls, subjected to seismic loads applied normal to their plane, has received much attention in the past. Yet, there is a general lack of conformance with regard to what aspects of seismic response a computational model ...
Abrams, Daniel P. +3 more
core +1 more source
ABSTRACT In this study, we provide the first field‐based assessment of the seismic potential of the Te Puninga Fault, Hauraki Plains, Waikato region. Initially considered to be part of the nearby Kerepehi Fault, our new mapping and field data suggest the Te Puninga Fault is independent.
Pilar Villamor +8 more
wiley +1 more source
Traditional timber frame walls: mechanical behavior analysis and retrofitting [PDF]
Timber frame construction is characteristic of several historic city centres as well as of vernacular architecture in several countries around the world, either motivated by the availability of materials and construction traditions or by the need of ...
A.Bianco +9 more
core +1 more source
Experimental data from out‐of‐plane shake‐table tests on unreinforced masonry gables
This article presents a dataset from an experimental campaign investigating the out‐of‐plane (OOP) seismic response of unreinforced masonry (URM) gables in existing buildings. Addressing a critical gap in published research, the dataset provides novel experimental data on the incremental dynamic OOP behavior of three URM gables tested under seismic ...
Satyadhrik Sharma +9 more
wiley +1 more source
Lateral strength force of URM structures based on a constitutive model for interface element
This paper presents the numerical implementation of a new proposed interface model for modeling the behavior of mortar joints in masonry walls. Its theoretical framework is fully based on the plasticity theory. The Von Mises criterion is used to simulate
A.H. Akhaveissy
doaj +1 more source

