DOI QR코드

DOI QR Code

붕괴방지 수준을 고려한 국내 고층 아파트의 성능기반 내진설계

Performance-Based Seismic Design of High-rise Apartment Buildings in Korea Considering Collapse Prevention Level

  • 투고 : 2016.02.04
  • 심사 : 2016.03.30
  • 발행 : 2016.05.01

초록

The objective of this study is to apply performance-based seismic design to high-rise apartment buildings in Korean considering collapse prevention level. The possible issues during its application were studied and the suggestions were made based on the findings from the performance-based seismic design of a building with typical residential multi-unit layout. The lateral-force-resisting system of the building is ordinary shear walls system with a code exception of height limit. In order to allow the exception, the serviceability and the stability of the ordinary shear wall structure need to be evaluated to confirm that it has the equivalent performance as the one designed under the Korean Building Code 2009. The structure was evaluated whether it satisfied its performance objectives to withstand Service Level and Maximum Considered Earthquake.

키워드

참고문헌

  1. Pacific Earthquake Engineering Research Center/ Tall Buildings Initiative (PEER/TBI). Guidelines for Performance-Based Seismic Design of Tall Buildings, PEER Report 2010/05, Prepared by the TBI Guidelines Working Group, Berkeley, California; c2010.
  2. AIK. Korean Building Code, KBC 2009. Architectural Institute of Korea, Seoul, Korea. c2009.
  3. AIK. Guidelines for Performance-Based Seismic Design of Residential Buildings. Architectural Institute of Korea, Seoul, Korea. c2015.
  4. Wallace JW, Massone LM, Bonelli P, Dragovich J, Lagos R, Lüders C, Moehle J. Damage and implications for seismic design of RC structural wall buildings. Earthquake Spectra 28(S1), S281-S299. c2012. https://doi.org/10.1193/1.4000047
  5. KCI. Building Code Requirements for Structural Concrete, Korean Concrete Institute, Seoul, Korea. c2012.
  6. Kim D, Lee M, Kim T, Lee Y. Application of Performance-Based Seismic Design to Tall Ordinary Shear Wall Buildings. SEEBUS, c2012.
  7. Gorgulu O, Taskin B. Numerical Simulation of RC Infill Walls Under Cyclic Loading and Calibration with Widely Used Hysteretic Models and Experiments. Bull earthquake Eng. c2015.
  8. Ghodsi T, Ruiz JAF, Pacific Earthquake Engineering Research/ Seismic Safety Commission Tall Building Design Case Study 2. Struct. Design tall Spec. Build. 19:197-256. c2010.
  9. Kabeyasawa T, Kim YS, Sato M, Hyunseong H, Kabeyasawa T, Fukuyama H. Evaluation on Deformability of Reinforced Concrete Columns with Wing Walls. 15WCEE. c2012.
  10. Yoo C, Kim T. Comparison of Nonlinear Analysis Program for Small-size Reinforced Concrete Buildings I. EESK Earthquake Eng. 219-228. c2015.
  11. ASCE/SEI 41-06. Seismic Evaluation and Retrofit of Existing Buildings. American Society of Civil Engineers. c2006.