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During Kashmir earthquake, building lacked conventional material strength characteristics & joint details. Structures failed to resist the earthquake in Kashmir, lack material strength characteristics and joint details. Beam column joints are key components to consider when modeling and monitoring structural performance to avoid catastrophic failur...
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Adjacent buildings, especially in unplanned localities, usually have insufficient seismic gap between them with unequal floor levels. It is evident from the post-earthquake reconnaissance studies, such as Mexico city earthquake (1985), Nepal earthquake (2015), etc., that the buildings adjacent to each other experience damage due to pounding during...
