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NTIS 바로가기한국구조물진단유지관리공학회 논문집 = Journal of the Korea Institute for Structural Maintenance and Inspection, v.26 no.2, 2022년, pp.37 - 42
주현진 (한경대학교 디자인건축융합학부) , 이득행 (충북대학교 건축공학과) , 이창준 (충북대학교 건축공학과) , 이준철 (서원대학교 건축학과) , 김강수 (서울시립대학교 건축공학과)
The dual potential capacity model (DPCM) was extended to be suitable for evaluation of the shear strength of prestressed concrete (PSC) members in the previous study. This paper aims to simplify the DPCM for its better application in practice. To this end, a total of 172 shear test results of PSC me...
Choi, K. K., Taha, M. M. R., and Sherif, A. G. (2007), Simplified Punching Shear Design Method for Slab-Column Connections Using Fuzzy Learning, ACI Structural Journal, 104(4), 438-447.
Comete European de Normalisation (2004), Eurocode 2: design of concrete structures. Part 1-general rules and rules for buildings, prEN 1992.1.
CSA Committee A23.3-14. (2014), Design of Concrete Structures (CAN/CSA-A23.3.14). Canada: Canadian Standards Association.
Lee, D. H. (2015), Unified Theory for Shear Capacity of Concrete Members: Dual Potential Capacity Model, PhD dissertation, Dept. of Architectural Engineering, University of Seoul.
Lee, D. H., Han, S. J., and Kim, K. S. (2016), Dual Potential Capacity Model for Reinforced Concrete Beams Subjected to Shear, Structural Concrete, 17(3), 443-456.
Lee, D. H., Han, S. J., Hwang, J. H., Ju, H., and Kim, K. S. (2017a), Simplification and Verification of Dual Potential Capacity Model for Reinforced Concrete Beams Subjected to Shear, Structural Concrete, 18(2), 259-277.
Lee, D. H., Han, S. J., Kim, K. S., and LaFave, J. M. (2017b), Shear Strength of Reinforced Concrete Beams Strengthened in Shear Using Externally-Bonded FRP Composites, Composite Structures, 173(1), 177-187.
Lee, D. H., Kim, K. S., Han, S. J., Zhang, D., and Kim, J. (2018), Dual Potential Capacity Model for Reinforced Concrete Short and Deep Beams Subjected to Shear, Structural Concrete, Special Issue on Shear, 19(1), 76-85.
Lee, D. H., Han, S. J., Joo, H. E., Kim, K. S., Zhang, D., and Kim, J. (2020), Shear Crack Concentration in Reinforced Concrete Beam Subjected to Combined Shear and Flexure, Advances in Structural Engineering, 23(11), 2305-2317.
Ju, H., Lee, D. H., Park, M. K., and Memon, S. A. (2021a), Punching Shear Strength Model for Reinforced Concrete Flat Slab-Column Connection without Shear Reinforcement, Journal of Structural Engineering, ASCE., 147(3), 1-14.
Lee, D. H., Han, S. J., Ju, H., and Kim, K. S. (2021b), Shear Strength of Prestressed Concrete Beams Considering Bond Mechanism in Reinforcement, ACI Structural Journal, 118(3), 267-277.
Muttoni, A. and Fernandez Ruiz, M. (2008), Shear Strength of Members without Transverse Reinforcement as a Function of the Critical Shear Crack Width, ACI Structural Journal, 105(2), 163-172.
Sozen, M. A., Zwoyer, E. M., Siess. C. P. (1959), Investigation of Prestressed Concrete for Highway Bridge, Part I - Strength in Shear of Beams without Web Reinforcement, Engineering Experiment Station, Bulletin No. 452, University of Illinois at Urbana-Champaign.
MacGregor, J. G. (1960), Strength and Behavior of Prestressed Concrete Beams with Web Reinforcement, Doctorate Thesis, University of Illinois, 295 pp.
Zwoyer, E. M., (1953), Shear Strength of Simply-Supported Prestressed Concrete Beams, Structural Research Series No. 53, University of Illinois.
Cederwall, K., Hedman, O., and Loeberg, A. (1974), Shear Strength of Partially Prestressed Beams with Pretensioned Reinforcement of High Grade Deformed Bars, ACI Special Publication 42-9, 215-230.
Evans, R. H. and Schumacher, E. G. (1963), Shear Strength of Prestressed Beams without Web Reinforcement, ACI Journal, Proceedings, 60(11), 1621-1642.
Mahgoub, M. O. (1975), Shear Strength of Prestressed Concrete Beams without Web Reinforcement, Magazine of Concrete Research, 27(93), 219-228.
Kar, J. N., (1969), Shear Strength of Prestressed Beams without Web Reinforcement, Magazine of Concrete Research, 21(68), 159-170.
Elzanty, A. H., Nilson, A. H., and Slate, F. O. (1986), hear Capacity of Prestressed Concrete Beams Using High-Strength Concrete, ACI Journal, Proceedings, 83(2), 290-296.
Moayer, M., and Regan, P. E. (1974), Shear Strength of Prestressed and Reinforced Concrete T-Beams, ACI SP 42-8, Detroit, American Concrete Institute, 183-213.
Durrani, A. J., and Robertson, I. N. (1987), Shear Strength of Prestressed Concrete T Beams with Welded Wire Fabric as Shear Reinforcement, PCI Journal, 32(2), 46-61.
Walraven, J. C. and Mercx, W. P. M. (1983), The Bearing Capacity of Prestressed Hollow-Core Slabs, Heron, 28(3), 1-46.
MacGregor, J. G. (1960), Strength and Behavior of Prestressed Concrete Beams with Web Reinforcement, Doctorate Thesis, University of Illinois, 295 pp.
Sun, S., Kuchma, D. A., and Kim, K. S. (2009), Analysis of Photo-Graphically Measured Crack Development from Shear Test on Large Bridge Girder, PCI Journal, 39(3), 2-19.
Reineck, K. H. (1991), Ultimate Shear Force of Structural Concrete Members without Transverse Reinforcement Derived from Mechanical Model, ACI Structural Journal, 88(5), 592-602.
Vecchio FJ, Collins MP. The modified compression field theoryfor reinforced concrete elements subjected to shear. J Am Concr Inst. 1986;83(2):219.31.
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