Browse > Article
http://dx.doi.org/10.11112/jksmi.2013.17.1.133

Evaluation of Seismic Performances on Prestressed Composite Coupling Beams with Discontinuous Webs  

Oh, Jae Yuel (서울시립대학교 건축공학과)
Lee, Deuck Hang (서울시립대학교 건축공학과)
Choi, Seung Ho (서울시립대학교 건축공학과)
Kim, Kang Su (서울시립대학교 건축학부)
Yi, Seong Tae (인하공업전문대학 토목환경과)
Publication Information
Journal of the Korea institute for structural maintenance and inspection / v.17, no.1, 2013 , pp. 133-142 More about this Journal
Abstract
The shear wall system with coupling beams has been known as an effective means for moderate and high rise buildings up to 40 stories, because this structural system can provide the enhanced lateral stiffness compared to individual shear walls. Typical reinforced concrete coupling beams have difficulties in construction due to complicated reinforcing work on site, and steel coupling beams also have disadvantages in economical point of view because of a large number of stiffeners required for its stability under lateral loading. To overcome these disadvantages in existing coupling beam systems, this study developed the prestressed composite coupling beam with discontinuous webs, which have improved constructability, economic feasibility, and reduced sectional size. The reversed cyclic loading test on two prestressed composite coupling beams with discontinuous webs having different shear reinforcement ratios have been conducted to investigate their structural performances, and test results showed that the proposed composite coupling beams had good seismic performances.
Keywords
Composite coupling beam; Accordion effect; Prestressing; Discontinuous web;
Citations & Related Records
연도 인용수 순위
  • Reference
1 Derrick D. R. and Nicolas J. R., "Design of the Tallest Reinforced Concrete Structure in California-a-58-story Residential Tower in San Francisco", ASCE, Structures Congress, 2008.
2 ACI Innovation Task Group 1 and Collaborators, Acceptance Criteria for Moment Frames Based on Structural Testing, American Concrete Institute, Farmington Hills, 2001, p.10.
3 British Standards Institution, structural use of steel work in building. part3 : Design in composite construction. BS 5950. BSI, 1990.
4 Gong B. and Shahrooz B. M., "Seismic Behavior and Design of Composite Coupled Wall Systems", Cincinnati Infrastructure Institute, Cincinnati, OH., Report No. UC-CII 98/01, 1998.
5 Gong B. Shahrooz B. M. and Gillum A. J., "Seismic Behavior and Design of Composite Coupling Beams", Composite Construction in Steel and Concrete III, ASCE, New York, 1997, pp.258-271.
6 Gong B., Shahrooz B. M. and Gillum A. J., "Cyclic Response of Composite Coupling Beams", ACI Special Publication 174 Hybrid and Composite Structures, 1998, pp.89-112.
7 Han, S., W., Oh, Y., H., Oh, C., H. and Lee, L., H., "Structural Performance of Shearwall with Sectional Shape in Wall-type Apartment Buildings", Journal of Korea Concrete Institute, vol. 12, No. 4, 2000, pp.3-14. (in Korean)   과학기술학회마을
8 Kent A. H., Patrick J. F., Baharam M. S. and Paul J. B., "Practical Design of Diagonally Reinforced Concrete Coupling Beams-Critical Review of ACI 318 Requirements", vol. 102, No. 6, ACI Structural Journal, 2005, pp.876-882.
9 Kim, K. S., Lee, D. H., Choi, S. M., Choi, Y. H. and Jung, S. H., "Flexural Behavior of Prestressed Composite Beams with Corrugated Web: Part I. Development and Analysis", Composites Part B: Engineering, vol. 42, No. 6, 2011, pp.1603-1616.   DOI   ScienceOn
10 Kim, K., W. and Park, M., H., "Nonlinear Analysis of Reinforced Concrete Shear Wall Using Mander's Fiber Section Analysis Method", Journal of the Korea Institute for Structural Maintenance and Inspection, vol. 9, No. 3, 2005, pp.111-119. (in Korean)
11 Lee, S., G., Kim, S. C., Song, C., Y. and Song, S., Y., "Stability Analysis of Concrete Shear Wall System with Opening", Journal of the Korea Institute for Structural Maintenance and Inspection, vol. 9, No. 4, 2005, pp.109-118. (in Korean)
12 Oh, J. Y., Lee, D. H. and Kim, K. S., "Accordion Effect of Prestressed Steel Beams with Corrugated Webs", Thin-Walled Structures, vol. 57, No. 1, 2012, pp.49-61.   DOI   ScienceOn
13 Park, H., G., Kang, S., M., Cho, B., H. and Hong, S., G., "Earthquake-Resistance of Slender Wall with No Boundary Confiement", Journal of Korea Concrete Institute, vol. 12, No. 5, 2000, pp.47-57. (in Korean)
14 Park, W. S. and Yun, H. D., "Seismic Behaviour of Steel Coupling Beams Linking Reinforced Concrete Shear Walls", Engineering Structures, vol. 27, No. 7, 2005, pp.1024-1039.   DOI   ScienceOn
15 Paulay, T. and Binney, J. R., "Diagonally Reinforced Concrete Beams for Shear Walls", American Concrete Institute, SP-42. vol. 2. pp.579-598.
16 S. Mori, T. Miyoshi, H. Katoh, "A Study on Local Stresses of Corrugated Steel Webs in PC Bridges under Prestressing", Tech Memorandum Public Works Res Inst, 4009, 2006, pp.449-458.
17 Seo, S., Y., Kim, J., S., Choi, Y., C. and Lee, L., H., "Nonlinear Behavior Analysis of RC Shear Wall Using Truss Theory", Journal of the Korea Institute for Structural Maintenance and Inspection, vol. 9, No. 3, 2005, pp.213-220. (in Korean)
18 Shahrooz B. M. and Gong, B., "Steel-concrete coupling beams: a critical overview of design guidelines", Structural Engineers World Wide, 1998, pp.T186-3.