Browse > Article
http://dx.doi.org/10.4334/JKCI.2002.14.3.321

Shear Capacity of Composite Basement Walls  

김성만 (한양대학교 건축공학부)
이성호 (연변대학교 토목건축공학부)
서수연 (한양대학교 건축공학부)
이리형 (한양대학교 건축공학부)
Publication Information
Journal of the Korea Concrete Institute / v.14, no.3, 2002 , pp. 321-330 More about this Journal
Abstract
This paper presents the experimental results of composite basement wall in which H-pile and reinforced concrete wall are combined using shear connector Twelve specimens are tested to evaluate the shear capacity of the wall. Main variables in the test are composite ratio, distribution of shear connector, thickness of wall, shear-span ratio, and shear reinforcement. Test results indicate that the shear capacity of test specimens varies with the foregoing variables except the composite ratio. The results are compared with strengths predicted using the equations of ACI 318-99, Zsutty, and Bazant. Based on this investigation, a method for predicting the shear strength of composite basement walls is proposed.
Keywords
composite basement wall; composite ratio; distribution of shear connector; shear-span ratio; shear reinforcement;
Citations & Related Records
연도 인용수 순위
  • Reference
1 Ahmad, S. H., Khaloo, A. R., and Poveda, A., "Shear Capacity of Reinforced Concrete Beams," ACI Journal, Proceedings Vol. 83, No. 32, Mar.-Apr. 1986, pp.297-305.
2 Elzanaty, A. H., Nilson, A. H., and Slate, F, O., "Shear Capacity of Reinforcement Concrete Beams Using High-Strength Concrete," ACI Journal, Proceedings V. 81, No. 2, Mar.-Apr. 1986 pp.290-296.
3 Viest, I. M., Colaco, J. P., and Furlong, R. W., Griffis, Leon, Roberto T., Wyllie, Loring A., "Composite Construction Design For Buildings," American Society of Civil Engineers, 1997.
4 Zsutty, T. C, "Beam Sbear Strength Prediction by Analysis of Existing Data," ACI Journal, Proceedings Vol.65, No. 11, Nov. 1968, pp.943-951.
5 ACI Committee 318, "Building Code Requirements for Structural Concrete(318-99) and Commentary (318-99)," 1999.
6 Johnson, R. P., "Composite Structures of Steel and Concrete," John Wiley & Sons, New York, 1975.
7 Manuel, R. F., Slight, B. W., and Suter, G. T., "Deep Beam Behavior Affected by Length and Shear Span Variations," ACI Journal, Proceedings Vol. 68, No. 12, Dec. 1971, pp.954-958.
8 Ugural, A. C. and Fenster, S. K., "Advanced Strength and Applied Elasticity," 3rd Edition, 1995, pp.207-213.
9 Zsutty, T. C., "Shear Strength Prediction for Separate Categories of Simple Beam Tests," ACI Journal, Proceedings Vol.68, No. 2, Feb. 1971, pp. 138-143.
10 건설교통부 제정, “강구조 한계상태 설계기준 및 해설,” 대한건축학회, 1998, pp.80-94.
11 Bazant, Z. P. and Kim, J, K., "Size Effect in Shear Failure of Longitudinally Reinforced Beams," ACI Journal, Proceedings Vol. 81, No. 5, Sept-Oct. 1984, pp.456-467.
12 삼성중공업(주), 한양대학교 초대형 구조시스템 연구센터, “CBS 공법의 개발 및 성능평가에 관한 연구,” 2001. 3.
13 김상섭, 김필중, 김규석, “합성보의 스터드 코넥터 배치와 합성율에 관한 실험적 연구,” 대한건축학회지, 제27권, 114호, 1983, pp.32-37.
14 Mphone, A. G. and Frantz, G. C., "Shear Tests of High and Low Strength Concrete Beams Without Stirrups," ACI Journal, Proceedings Vol. 81, No. 4, July-Aug. 1984, pp.350-357.
15 Oehlers, D. J. and Bradford, M. A., "Composite Steel and Concrete Structural Members," Pergamon, 1995.
16 American Institute of Steel Construction, "Load & Resistance Factor Design," American Institute of Steel Construction, 1994.
17 Johnson, R. P. and May, I. M., "Partial Interaction Design of Composite Beams," The Structural Engineer, Vol. 53, No. 8, Aug. 1975, pp.305-311.