Probabilistic seismic assessment of the pounding risk based on the local demands of a multistory RC frame structure
Author:
Publisher
Elsevier BV
Subject
Civil and Structural Engineering
Reference48 articles.
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2. An investigation of earthquake induced pounding between adjacent buildings;Anagnostopoulos;Earthq Eng Struct Dyn,1992
3. Earthquake-induced interaction between adjacent reinforced concrete structures with non-equal heights;Karayannis;Earthq Eng Struct Dyn,2005
4. Inter-story pounding between multistory reinforced concrete structures;Karayannis;Struct Eng Mech,2005
5. Assessment of damage due to earthquake-induced pounding between the main building and the stairway tower;Jankowski;Key Eng Mater,2007
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2. Seismic probabilistic assessment of steel and reinforced concrete structures including earthquake-induced pounding;Archives of Civil and Mechanical Engineering;2024-06-14
3. Bayesian approach for the accuracy evaluating of the seismic demand estimation of SMRF;EARTHQ STRUCT;2024
4. A New Method for Defining the Optimal Separation Gap Distance and the Acceptable Structural Pounding Risk on Multistory RC Structures;Applied Sciences;2024-01-30
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