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Method for developing motion damage relationships for reinforced concrete frames
New York; U.S. National Center Earthquake Engineering Research; May. 1995. [100] p. ilus, tab.(Technical Report NCEER, 95-0008).
Monography in En | Desastres -Disasters- | ID: des-9914
Responsible library: CR3.1
Localization: CR3.1; DES
ABSTRACT
This report presents formulations for developing fragility curves and damage probability matrices for reinforced concrete frame structures. Three different classes of reinforced concrete frames, based the story heights, are considered. The development of fragility curves and damage probability matrices requires the characterization of ground motion and the identification of different degrees of structural damage.(AU)
Subject(s)
Collection: Tematic databases Database: Desastres -Disasters- Main subject: Computer Simulation / 34661 / Engineering Language: English Journal: Technical Report NCEER Year: 1995 Document type: Monography
Collection: Tematic databases Database: Desastres -Disasters- Main subject: Computer Simulation / 34661 / Engineering Language: English Journal: Technical Report NCEER Year: 1995 Document type: Monography
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