Browse > Article
http://dx.doi.org/10.4334/JKCI.2002.14.2.199

Seismic Behaviors of OMRCF Columns  

한상환 (한양대학교 건축공학부)
이리형 (한양대학교 건축공학부)
Publication Information
Journal of the Korea Concrete Institute / v.14, no.2, 2002 , pp. 199-206 More about this Journal
Abstract
The objective of this study is to investigate the seismic behavior and evaluate structural performance of columns in Ordinary Moment Resting Concrete Frames (OMRCF). For this purpose 3 story OMRCF building was designed and detailed in compliance to ACI 318 (1999). Only gravity load is considered for the design. It is important to note that details strongly relate to the structural performance. The 1st story columns in the 3 story building are considered in this study since 다lese columns shall resist the largest axial and lateral forces during an earthquate. Four test specimens were made for representing the upper part and lower part of exterior and interior columns. All specimens are two-third scale. Based on the test results this study estimates deformation, ductility, strength, and energy absorption capacities as well as plastic hinge length.
Keywords
OMRCF; deformation; ductility; strength; OMRCF; seismic design; details;
Citations & Related Records
연도 인용수 순위
  • Reference
1 American Concrete Institute, "Building Code Requirements for Reinforced Concrete," ACI 318-99, Detroit, Michigan, 1999.
2 Computers and Structures Inc., "SAP 2000," Berkeley, California, 1997.
3 Uniform Building Code (UBC), International Conference on Building Officials, Whittier, California. 1994, pp.2-34.
4 Lynn, A., Moehle, J., Mahin, S. A and Holmes, W. T., "Seismic Evaluation of Existing RC Building Columns," Earthquake Spectra, Vol. 12, No.4, 1996, pp.715-739.   DOI   ScienceOn
5 Alan Williams, "Seismic Design of Buildings and Bridges," Engineering Press, Austin, Texas, 1998, pp.274-283.
6 콘크리트 구조설계기준, 한국콘크리트학회.대한건축학회, 1999.
7 Bracci, J. M., Reinhorn, A. M and Mander, J.B., "Seismic Resistance of Reinforced Concrete Frame Structures Designed only for Gravity Loads in Low Seismicity Zones: Part II-Experimental Performance of Subassemblages," Technical Report NCEER-92-0028, National Center for Earthquake Engineering Research, Sunny/Buffalo, 1992.
8 Portland Cement Association, "Notes on ACI 318-99 Building Code Requirements for Structural Concrete," Skokie, Illinois, 1999, pp.15-19.
9 Building Seismic Safety Council, "NEHRP Recommended Provisions for Seismic Regulations for New Buildings," Part 1, FEMA, Washington, D. C., 1994, p.11.