A methodology for evaluating seismic capacity and seismic risk assessment of reinforced concrete buildings in Korea
نویسندگان
چکیده
منابع مشابه
Probabilistic assessment of the seismic damage in reinforced concrete buildings
The main objective of this article is to assess the expected seismic damage in reinforced concrete buildings from a probabilistic point of view by using Monte Carlo simulation. To do that, the seismic behavior of the building is studied by using random capacity obtained by considering the mechanical properties of the materials as random variables. Starting from the capacity curves, one can obta...
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Article history: Received 31 October 2008 Accepted 28 June 2009 Available online 6 August 2009
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Seismic resiliency of new buildings has improved over the years due to improved seismic codes and design practices. However, vulnerability of seismically deficient older buildings, designed and built on the basis of older codes of practice, poses a significant threat to life safety and survivability of buildings. It is economically not feasible to retrofit the entire seismically deficient infra...
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Mario Lucio Puppio 1,*, Martina Pellegrino 1,*, Linda Giresini 1 ID and Mauro Sassu 2 ID 1 Department of Energy, Systems, Territory and Construction Engineering; University of Pisa, Pisa 56126, Italy; [email protected] 2 Department of Civil, Environmental Engineering and Architecture, University of Cagliari, 09123 Cagliari, Italy; [email protected] * Correspondence: [email protected]...
متن کاملSeismic Response of Reinforced Concrete Columns
There are a large number of reinforced concrete buildings in seismically active areas of the world that are not built in accordance with modern seismic design provisions such as those published by American Concrete Institution ([ACI] Committee 318, 2008). In the United States and other parts of the developed world, these buildings were constructed between 1930s to mid 1970s according to the bui...
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ژورنال
عنوان ژورنال: Journal of Asian Architecture and Building Engineering
سال: 2020
ISSN: 1346-7581,1347-2852
DOI: 10.1080/13467581.2020.1717960