Evaluation of the seismic performance of a three-story ordinary moment-resisting concrete frame

Earthquake Engineering and Structural Dynamics

Volumn 33, Issue 6, 2004, Pages 669-685

  Han, Sang Whan ^a   Kwon, Oh Sung ^b   Lee, Li Hyung ^a  

^a Hanyang University   (South Korea)

^b UNIVERSITY OF ILLINOIS AT URBANA CHAMPAIGN   (United States)

Author keywords

Base shear; Capacity spectrum method; Concrete structures; Performance evaluation

Indexed keywords

CONCRETES; CYCLIC LOADS; EARTHQUAKES; GRAVITATION; SOILS; STRENGTH OF MATERIALS;

CAPACITY SPECTRUM METHOD; EARTHQUAKE GROUND MOTIONS; GRAVITY LOADS; SEISMIC LOADS;

SEISMOLOGY;

CONCRETE STRUCTURE; EARTHQUAKE ENGINEERING; MODEL TEST; SEISMIC RESPONSE; STRUCTURAL RESPONSE;

EID: 2342648790     PISSN: 00988847     EISSN: None     Source Type: Journal    
DOI: 10.1002/eqe.367     Document Type: Article

References (6)

1. American Concrete Institute. Building code requirements for reinforced concrete, ACI 318-99,02, Detroit, Michigan, 1999 and 2002.
2. Applied Technology Council. ATC-40: Seismic Evaluation and Retrofit of Concrete Buildings, vols. 1 and 2, California Seismic Safety Commission, No. SSC 96-01. Nov. 1996.
3. International Conference on Building Officials, Uniform Buildinq Code (UBC), Whittier, California, 1997.
4. Computers and Structures Inc., SAP2000, Berkeley, California, 1997.
5. Building Seismic Safety Council, NEHRP Guidelines for the Seismic Rehabilitation of Buildings (FEMA Publication 273), 1997 Edition, Federal Emergency Management Agency.
6. Chopra AK, Goel RK. Capacity-Demand-Diagram Methods for Estimating Seismic Deformation of Inelastic Structures: SDF Systems, Report No. PEER-1999/02, Pacific Earthquake Engineering Research Center, University of California, Berkeley, 1999.