Impacts of variation in reduced section properties on seismic design of high-rise RC coupled wall structures

Hong Sik Lee, D. W. Ko, S. W. Jung

Research output: Chapter in Book/Report/Conference proceedingConference contribution

Abstract

Seismic codes generally require the consideration of the effect of cracks in the modeling of the structure and the use of dynamic analyses such as response spectrum analyses for high-rise RC building structures. Satisfying these requirements is not straightforward for high-rise RC coupled wall structures because a response spectrum analysis cannot account for the change of stiffness due to cracks in members in tension or compression. The objective of this study is to quantify the effect of the variation of reduced section properties due to cracking and the adopted analysis procedures such as equivalent lateral force and response spectrum analysis procedures on the estimation of member forces and drifts. A sixty-story RC building structure was taken as an example. Based on the observations of the analytical results, the followings are concluded: 1) The maximum values of story drift, axial force in shear wall, and shear force in coupling beam predicted by equivalent lateral force procedures are about twice as a large as those obtained by response spectrum analysis with the same amount of base shear. 2) The impacts of effective stiffness in coupling beams are the greatest in the interstory drift ratio and the base flexural moment in the wall while the difference in the other member forces is relatively small. 3) The effective stiffness in walls in response spectrum analysis has a significant influence on the lateral drift ratios, but a minimal effect on the member forces.

Original languageEnglish
Title of host publication8th US National Conference on Earthquake Engineering 2006
Pages4016-4025
Number of pages10
Volume7
Publication statusPublished - 2006 Dec 1
Event8th US National Conference on Earthquake Engineering 2006 - San Francisco, CA, United States
Duration: 2006 Apr 182006 Apr 22

Other

Other8th US National Conference on Earthquake Engineering 2006
CountryUnited States
CitySan Francisco, CA
Period06/4/1806/4/22

Fingerprint

Seismic design
seismic design
Spectrum analysis
Stiffness
stiffness
Cracks
crack
Shear walls
compression
analysis
modeling
effect

ASJC Scopus subject areas

  • Geotechnical Engineering and Engineering Geology

Cite this

Lee, H. S., Ko, D. W., & Jung, S. W. (2006). Impacts of variation in reduced section properties on seismic design of high-rise RC coupled wall structures. In 8th US National Conference on Earthquake Engineering 2006 (Vol. 7, pp. 4016-4025)

Impacts of variation in reduced section properties on seismic design of high-rise RC coupled wall structures. / Lee, Hong Sik; Ko, D. W.; Jung, S. W.

8th US National Conference on Earthquake Engineering 2006. Vol. 7 2006. p. 4016-4025.

Research output: Chapter in Book/Report/Conference proceedingConference contribution

Lee, HS, Ko, DW & Jung, SW 2006, Impacts of variation in reduced section properties on seismic design of high-rise RC coupled wall structures. in 8th US National Conference on Earthquake Engineering 2006. vol. 7, pp. 4016-4025, 8th US National Conference on Earthquake Engineering 2006, San Francisco, CA, United States, 06/4/18.
Lee HS, Ko DW, Jung SW. Impacts of variation in reduced section properties on seismic design of high-rise RC coupled wall structures. In 8th US National Conference on Earthquake Engineering 2006. Vol. 7. 2006. p. 4016-4025
Lee, Hong Sik ; Ko, D. W. ; Jung, S. W. / Impacts of variation in reduced section properties on seismic design of high-rise RC coupled wall structures. 8th US National Conference on Earthquake Engineering 2006. Vol. 7 2006. pp. 4016-4025
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