Results 51 to 60 of about 66,633 (280)
The primary focus of this study is to evaluate the nonlinear response of reinforced concrete (RC) frames with two types of brick infills viz., unreinforced brick masonry infill (URM) and semi-interlocked brick masonry infill (SIM) together with lintel ...
Mangeshkumar R. Shendkar +4 more
doaj +1 more source
Reliability Verification of Unreinforced Masonry Wall
Unreinforced masonry (URM) is known as sustainable building material and is on the top of worldwide building materials consumed in residential buildings. The reliability level of a designed URM shear walls (URMW) has major influence on safety and cost of masonry constructions.
Mahdi Montazerolghaem, Wolfram Jäger
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Dynamic response of a damaging masonry wall [PDF]
A nonlocal damage-plastic model is adopted to describe the nonlinear structural response of masonry structures. The model, based on a macromechanical approach, accounts for strength and stiffness degradation with hysteretic dissipation typically ...
Cristina Gatta +2 more
core +1 more source
Performance-based design plays a significant role in the structural and earthquake engineering community to ensure both safety and economic feasibility.
A. Aşıkoğlu +2 more
semanticscholar +1 more source
Damage Identification of Unreinforced Masonry Panels Using Vibration-Based Techniques
Several damage indicators based on changes in modal properties validated for homogeneous materials were applied to detect damage in an unreinforced masonry cantilever panel. Damage was created by a “clean diagonal cut” at the center of the specimen which
Claudio Oyarzo-Vera, Nawawi Chouw
doaj +1 more source
Investigation of the bed joint reinforcement effect on the drift capacity of modern unreinforced masonry walls [PDF]
Bed joint reinforcement significantly affects the shear capacity of masonry walls due to its effective ability to transfer shear forces through a diagonal crack, but how does this phenomenon impact its drift capacity?
Inzunza Ernesto +2 more
doaj +1 more source
Simple Nonlinear Numerical Modeling for Unreinforced and FRP-Reinforced Masonry Domes
This paper presents a new method to model the nonlinear behavior of double-curvature masonry structures, possibly reinforced by composite materials, by means of conventional elasto-plastic analyses.
Alessandro Gandolfi +2 more
semanticscholar +1 more source
ABSTRACT A significant portion of existing reinforced concrete (RC) structures in seismically active regions was constructed prior to the adoption of modern seismic design standards, leaving them highly susceptible to earthquake‐induced damage. The vulnerabilities of these structures, often exacerbated by material degradation, have been starkly ...
İsmail Ozan Demirel +3 more
wiley +1 more source
This research presents a comprehensive nonlinear quasi-static seismic assessment of an unreinforced rubble masonry building, Bytown Museum in Ottawa, Canada, using discontinuum-based analyses.
Elyse Hamp +4 more
doaj +1 more source
Unreinforced masonry structures
Unreinforced masonry is widely used in Australia as an architectural and structural material. Because of its high mass, lack of ductility and low tensile strength it is unsuitable for use in areas of high seismicity. However in countries of lower seismicity such as Australia it can be used provided it is designed, detailed and constructed correctly ...
openaire +2 more sources

