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Volumn 95, Issue 5, 1998, Pages 527-538

Seismic response of precast concrete frames with hybrid connections

(3)  Cheok, G S a   Stone, W C a   Kunnath, S K a  

a NONE

Author keywords

Analytical modeling; Beam column frame; Building technology; Concrete; Hysteresis model; Joints (connections); Moment resisting; Post tensioning; Precast

Indexed keywords

COMPUTER SIMULATION; CONCRETE BEAMS AND GIRDERS; EARTHQUAKE RESISTANCE; HYSTERESIS; JOINTS (STRUCTURAL COMPONENTS); PRECAST CONCRETE;

EID: 0032163116     PISSN: 08893241     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article
Times cited : (74)

References (15)
  • 1
    • 0026154709 scopus 로고
    • Performance of Precast Concrete Beam-to-Column Connections Subject to Cyclic Loads
    • Precast/Prestressed Concrete Institute, Chicago, IL, May-June
    • Check, G. S., and Lew, H. S., "Performance of Precast Concrete Beam-to-Column Connections Subject to Cyclic Loads," PCI Journal, V. 26, No. 3, Precast/Prestressed Concrete Institute, Chicago, IL, May-June 1991, pp. 56-67.
    • (1991) PCI Journal , vol.26 , Issue.3 , pp. 56-67
    • Check, G.S.1    Lew, H.S.2
  • 2
    • 0002020260 scopus 로고
    • Model Precast Concrete Beam-to-Column Connections Subject to Cyclic Loading
    • Precast/Prestressed Concrete Institute, Chicago, IL, Jul.-Aug.
    • Cheok, G. S., and Lew, H. S, "Model Precast Concrete Beam-to-Column Connections Subject to Cyclic Loading," PCI Journal, V. 38, No. 4, Precast/Prestressed Concrete Institute, Chicago, IL, Jul.-Aug. 1993, pp. 80-92.
    • (1993) PCI Journal , vol.38 , Issue.4 , pp. 80-92
    • Cheok, G.S.1    Lew, H.S.2
  • 6
    • 85191654800 scopus 로고
    • Connections between Precast Elements Failure Within Connection Region
    • Dec.
    • French, C. W.; Hafner, M.; and Jayashankar, V., "Connections Between Precast Elements Failure Within Connection Region," ASCE Journal of Structural Engineering, V. 115, No. 12, Dec. 1989, pp. 3171-3192.
    • (1989) ASCE Journal of Structural Engineering , vol.115 , Issue.12 , pp. 3171-3192
    • French, C.W.1    Hafner, M.2    Jayashankar, V.3
  • 7
    • 0024608187 scopus 로고
    • Connections between Precast Elements - Failure Outside Connection Region
    • Feb.
    • French, C. W.; Olanrewaju, A.; and Charbel, T., "Connections between Precast Elements - Failure Outside Connection Region," ASCE Journal of Structural Engineering, V. 115, No. 2, Feb. 1989, pp. 316-340.
    • (1989) ASCE Journal of Structural Engineering , vol.115 , Issue.2 , pp. 316-340
    • French, C.W.1    Olanrewaju, A.2    Charbel, T.3
  • 9
    • 0004281572 scopus 로고
    • IDARC Version 3.0: A Program for the Inelastic Damage Analysis of Reinforced Concrete Structures
    • National Center for Earthquake Engineering Research, State University of New York at Buffalo, Aug.
    • Kunnath, S. K.; Reinhorn, A. M.; and Lobo, R. F., "IDARC Version 3.0: A Program for the Inelastic Damage Analysis of Reinforced Concrete Structures," Technical Report NCEER-92-0022, National Center for Earthquake Engineering Research, State University of New York at Buffalo, Aug. 1992.
    • (1992) Technical Report NCEER-92-0022
    • Kunnath, S.K.1    Reinhorn, A.M.2    Lobo, R.F.3
  • 10
    • 0028977265 scopus 로고    scopus 로고
    • Efficient Modeling Scheme for Transient Analysis of Inelastic RC Structures
    • Kunnath, S. K., and Reinhorn, A. M., "Efficient Modeling Scheme for Transient Analysis of Inelastic RC Structures," Microcomputers in Civil Engineering, V. 10, pp. 97-110.
    • Microcomputers in Civil Engineering , vol.10 , pp. 97-110
    • Kunnath, S.K.1    Reinhorn, A.M.2
  • 11
    • 3142621651 scopus 로고
    • Fourth Meeting of the U.S.-Japan Joint Technical Coordinating Committee on Precast Seismic Structural Systems [PRESSS]
    • University of California, San Diego, May
    • Priestley, M. J. N., ed., "Fourth Meeting of the U.S.-Japan Joint Technical Coordinating Committee on Precast Seismic Structural Systems [PRESSS]," Report No. PRESSS-94/03, University of California, San Diego, May 1994.
    • (1994) Report No. PRESSS-94/03
    • Priestley, M.J.N.1
  • 12
    • 0000514076 scopus 로고
    • Performance of Hybrid Moment-Resisting Precast Beam-Column Concrete Connections Subjected to Cyclic Loading
    • Farmington Hills, Mar.-Apr.
    • Stone, W. C.; Cheok, G. S.; and Stanton, J. F., "Performance of Hybrid Moment-Resisting Precast Beam-Column Concrete Connections Subjected to Cyclic Loading," ACI Structural Journal, V. 92, No. 2, Farmington Hills, Mar.-Apr. 1995, pp. 229-249.
    • (1995) ACI Structural Journal , vol.92 , Issue.2 , pp. 229-249
    • Stone, W.C.1    Cheok, G.S.2    Stanton, J.F.3
  • 13
    • 0027202842 scopus 로고    scopus 로고
    • Seismic Displacement Amplification Factor in Uniform Building Code
    • BB93-3, June
    • Uang, C.-M., and Maarouf, A., "Seismic Displacement Amplification Factor in Uniform Building Code," SEAOCNC Research Bulletin Board, BB93-3, June, pp. B1-B2, and "Displacement Amplification Factor for Seismic Design Provisions," Proceedings, Structures Congress, ASCE, V. 1, Irvine, 1993, pp. 211-216.
    • SEAOCNC Research Bulletin Board
    • Uang, C.-M.1    Maarouf, A.2
  • 14
    • 0027202842 scopus 로고    scopus 로고
    • Displacement Amplification Factor for Seismic Design Provisions
    • ASCE, Irvine
    • Uang, C.-M., and Maarouf, A., "Seismic Displacement Amplification Factor in Uniform Building Code," SEAOCNC Research Bulletin Board, BB93-3, June, pp. B1-B2, and "Displacement Amplification Factor for Seismic Design Provisions," Proceedings, Structures Congress, ASCE, V. 1, Irvine, 1993, pp. 211-216.
    • (1993) Proceedings, Structures Congress , vol.1 , pp. 211-216
  • 15
    • 0001250292 scopus 로고
    • Effects of Inelastic Behavior on the Response of Simple Systems to Earthquake Motions
    • Tokyo, Japan
    • Veletsos, A. S., and Newmark, N. M., "Effects of Inelastic Behavior on the Response of Simple Systems to Earthquake Motions," Proceedings, 2WCEE, Tokyo, Japan, V. 2, 1960, pp. 895-912.
    • (1960) Proceedings, 2WCEE , vol.2 , pp. 895-912
    • Veletsos, A.S.1    Newmark, N.M.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.