Reinforced Concrete Infilled Frames
نویسندگان
چکیده
Masonry-Infilled Reinforced Concrete Frames are a very widespread structural typology all over the world for civil, strategic or productive uses. The damages due to these masonry panels can be life threatening humans and severely impact economic losses, as shown during past earthquakes. In fact, seismic event, most victims caused by collapse of buildings nonstructural elements. damage an earthquake on elements, i.e., those not belonging actual body building, is important purposes more general description effects and, course, estimates. after earthquake, albeit low entity, it frequent find even elements causing major inconveniences if primary structure has reported minor damages. recent years, many territories have been hit worldwide strong sequences, which in particular internal partitions infill reinforced concrete, with floor out-of-plane expulsions/collapses single layers. Unfortunately, critical issues arisen only historic, but also cases exhibiting inadequate behavior, partly attributable intrinsic vulnerability against actions. Such problems following aspects: lack attention construction details realization construction, use poor-quality materials, above design tools walls. 2018, regarding formulation spectra recently introduced Italy. This entry article wants focus aspects, describing state art, literature studies solved.
منابع مشابه
Assessment of Masonry Infilled Reinforced-concrete Frames with Openings
Original scientific paper Reinforced-concrete (R/C) frames infilled with masonry wall, especially with the presence of an opening, are insufficiently explored structural elements. We have experimentally investigated influence of the opening’s type and position to the lateral response of reinforced-concrete frames with masonry infill. Correction factors, that take into account influence of the o...
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This study carried out comparative seismic performance of reinforced concrete frames infilled by masonry walls with different heights. Partial and fully infilled reinforced concrete frames were modeled for the research objectives and the analysis model for a bare reinforced concrete frame was also established for comparison. Non–linear static analyses for the studied frames were performed to in...
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Non-linear dynamic time history analysis is considered as the most advanced and comprehensive analytical method for evaluating the seismic response and performance of multi-degree-of-freedom building structures under the influence of earthquake ground motions. However, effective and accurate application of the method requires the implementation of advanced hysteretic constitutive models of the ...
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ژورنال
عنوان ژورنال: Encyclopedia
سال: 2022
ISSN: ['2673-8392']
DOI: https://doi.org/10.3390/encyclopedia2010030