Results 71 to 80 of about 8,445 (279)
There is a significant building stock of post-WWII low- and mid-rise unreinforced masonry (URM) buildings in Serbia and the region (former Yugoslavia).
Predrag Blagojević +2 more
doaj +1 more source
Modern masonry structures and earthquakes : reinforced or unreinforced? [PDF]
The evolution of structural masonry is briefly reviewed, from old thrust line behavior to modern global behavior using shear walls. For modern structural masonry, the use of unreinforced, confined and reinforced masonry is addressed in seismic areas.
Lourenço, Paulo B., Vasconcelos, Graça
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Dynamic Response of Unreinforced Masonry Building
The seismic behavior of a 1/3-scale model of a two-story unreinforced masonry (URM) structure typically used in constructing low-rise residential buildings in Korea is studied through a shaking table test. The purposes of this study are to investigate seismic behavior and damage patterns of the URM structure that was not engineered against seismic ...
openaire +2 more sources
Simulation-Based Fragility Relationships for Unreinforced Masonry Buildings [PDF]
Unreinforced masonry (URM) structures represent a significant portion of the residential building stock of the central and eastern United States. Fifteen percent of homes in the eight-state region impacted by the New Madrid Seismic Zone are URM buildings.
Thomas M. Frankie +2 more
openaire +1 more source
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
Cellular lightweight concrete (CLC) block masonry is an eco-friendly building material gaining popularity in both developed and developing countries.
Irfanullah +6 more
doaj +1 more source
Editorial of the Special Issue “Seismic Vulnerability and Strengthening of Unreinforced Masonry Buildings” [PDF]
Antonio Formisano +2 more
openalex +1 more source
Experimental Evaluation of Prototype Seismic Retrofits for Precast Concrete Hollow‐Core Floors
Existing hollow‐core floors are vulnerable to nonductile failure and potential collapse under earthquake loading. This study presents the development and experimental evaluation of novel comprehensive seismic retrofits for hollow‐core floors. These retrofits include a strongback‐type retrofit that provides an alternative gravity load path through steel
Frank Büker +4 more
wiley +1 more source
Uncertainty in Seismic Capacity of Masonry Buildings
Seismic assessment of masonry structures is plagued by both inherent randomness and model uncertainty. The former is referred to as aleatory uncertainty, the latter as epistemic uncertainty because it depends on the knowledge level. Pioneering studies on
Nicola Augenti, Fulvio Parisi
doaj +1 more source
Assessment of Existing Masonry Resistance Using Partial Factors Approaches and Field Measurements
The vast majority of existing structures in Croatia, as well as in other European countries, are made of unreinforced masonry. The seemingly ideal building material presents a great challenge for engineers in earthquake-prone zones. Given that structural
Luka Lulić +3 more
doaj +1 more source

