Evolutionary modal identification utilizing coupled shear-flexural response - Implication for multistory buildings part II: Application

Structural Design of Tall and Special Buildings

Volumn 15, Issue 1, 2006, Pages 67-103

  Alimoradi, Arzhang ^a,b   Naeim, Farzad ^a  

^a John A Martin & Associates Inc   (United States)

^b John A and Martin Associates Inc ^*  (United States)

Author keywords

[No Author keywords available]

Indexed keywords

BENDING STRENGTH; EARTHQUAKES; EVOLUTIONARY ALGORITHMS; SHEAR STRENGTH; SOCIETIES AND INSTITUTIONS; TALL BUILDINGS;

DYNAMIC RESPONSE ALGORITHMS; INSTRUMENTED BUILDINGS; STIFFNESS RATIO;

DYNAMIC RESPONSE;

EID: 33744780182     PISSN: 15417794     EISSN: 15417808     Source Type: Journal    
DOI: 10.1002/tal.344     Document Type: Article

References (10)

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10. Taghavi S, Miranda E. 2005. Approximate floor acceleration demands in multistory buildings. II: Applications. Journal of Structural Engineering 131(2): 212-220.