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Volumn 96, Issue 6, 1999, Pages 1018-1026

Prediction of stiffness of reinforced concrete shearwalls under service loads

Author keywords

Cracking (fracturing); Deflection; Flexural strength; Reinforced concretes; Serviceability; Shear properties

Indexed keywords

BENDING STRENGTH; CRACK INITIATION; LOADS (FORCES); SHEAR DEFORMATION; STIFFNESS; TENSILE STRENGTH;

EID: 0033232396     PISSN: 08893241     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article
Times cited : (28)

References (15)
  • 3
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    • Deflection Analysis of Reinforced Concrete Members Using Finite Element Method
    • SP-161, E. G. Nawy, ed., American Concrete Institute, Farmington Hills, Mich.
    • Polak, M. A.; Scanlon, A.; and Phillips, D. V., "Deflection Analysis of Reinforced Concrete Members Using Finite Element Method," Recent Developments in Deflection Evaluation of Concrete, SP-161, E. G. Nawy, ed., American Concrete Institute, Farmington Hills, Mich., 1996, pp.75-96.
    • (1996) Recent Developments in Deflection Evaluation of Concrete , pp. 75-96
    • Polak, M.A.1    Scanlon, A.2    Phillips, D.V.3
  • 4
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    • Tension-Stiffening Model for Planar Reinforced Concrete Members
    • ASCE, Nov.
    • Massicotte, B.; Elwi, A. E.; and MacGregor, J. G., "Tension-Stiffening Model for Planar Reinforced Concrete Members," Structural Journal, ASCE, Nov. 1990, pp. 3039-3058.
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    • Massicotte, B.1    Elwi, A.E.2    MacGregor, J.G.3
  • 5
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    • Behavior of Concrete Panels Subjected to Axial and Lateral Loads
    • ASCE, Sept.
    • Massicotte, B.; MacGregor, J. G.; and Elwi, A. E., "Behavior of Concrete Panels Subjected to Axial and Lateral Loads, Structural Journal, ASCE, Sept. 1990, pp. 2324-2343.
    • (1990) Structural Journal , pp. 2324-2343
    • Massicotte, B.1    MacGregor, J.G.2    Elwi, A.E.3
  • 6
    • 0025751864 scopus 로고
    • Nonlinear Finite Element Analysis of Reinforced Concrete Plates and Shells under Monotonie Loading
    • Hu, H., and Schnobrich, W. C., "Nonlinear Finite Element Analysis of Reinforced Concrete Plates and Shells under Monotonie Loading," Computers and Structures, V. 38, No. 5/6, 1991, pp. 637-651.
    • (1991) Computers and Structures , vol.38 , Issue.5-6 , pp. 637-651
    • Hu, H.1    Schnobrich, W.C.2
  • 7
    • 0027805218 scopus 로고
    • Nonlinear Analysis of Reinforced Concrete Shells
    • ASCE
    • Polak, M. A., and Vecchio, F. J., "Nonlinear Analysis of Reinforced Concrete Shells," Journal of Structural Engineering, ASCE, V. 119, No. 12, 1993, pp. 3439-3462.
    • (1993) Journal of Structural Engineering , vol.119 , Issue.12 , pp. 3439-3462
    • Polak, M.A.1    Vecchio, F.J.2
  • 8
    • 0012566183 scopus 로고
    • Time Dependent Reinforced Concrete Slab Deflection
    • ASCE
    • Scanlon, A., and Murray, D. W., "Time Dependent Reinforced Concrete Slab Deflection," Journal of the Structural Division, ASCE, V. 100, No. ST9, 1974, pp. 1911-1924.
    • (1974) Journal of the Structural Division , vol.100 , Issue.ST9 , pp. 1911-1924
    • Scanlon, A.1    Murray, D.W.2
  • 9
    • 0015027973 scopus 로고
    • Finite Element Analysis of Reinforced Concrete Slabs
    • ASCE
    • Jofriet, J. C., and McNeice, G. M., "Finite Element Analysis of Reinforced Concrete Slabs," Journal of the Structural Division, ASCE, V. 97, No. ST3, 1971, pp. 785-806.
    • (1971) Journal of the Structural Division , vol.97 , Issue.ST3 , pp. 785-806
    • Jofriet, J.C.1    McNeice, G.M.2
  • 10
    • 0030243718 scopus 로고
    • Effective Stiffness Model tor Reinforced Concrete Slabs
    • ASCE, Sept.
    • Polak, M. A., "Effective Stiffness Model tor Reinforced Concrete Slabs," Journal of Structural Engineering, ASCE, V. 122, No. 9, Sept. 1995, pp. 1025-1030.
    • (1995) Journal of Structural Engineering , vol.122 , Issue.9 , pp. 1025-1030
    • Polak, M.A.1
  • 12
    • 0003267408 scopus 로고
    • Techniques for Testing Structures Permitted to Sway
    • Aug.
    • Yarimci, E.; Yura, J. A.; and Lu, L. W, "Techniques for Testing Structures Permitted to Sway," Experimental Mechanics, V. 7, No. 8, Aug. 1967.
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    • Yarimci, E.1    Yura, J.A.2    Lu, L.W.3
  • 13
    • 85114701746 scopus 로고
    • Strength of High-Rise Shearwalls - Rectangular Cross Sections
    • SP-36, M. Fintel and J. G. MacGregor, eds., American Concrete Institute, Farmington Hills, Mich.
    • Cardenas, A. E., and Magura, D. D., "Strength of High-Rise Shearwalls - Rectangular Cross Sections," Response of Multistory Concrete Structures to Lateral Forces, SP-36, M. Fintel and J. G. MacGregor, eds., American Concrete Institute, Farmington Hills, Mich., 1973, pp. 119-131.
    • (1973) Response of Multistory Concrete Structures to Lateral Forces , pp. 119-131
    • Cardenas, A.E.1    Magura, D.D.2
  • 15
    • 0025206982 scopus 로고
    • Behavior of Reinforced Concrete Structural Walls: Strength, Deformation Characteristics, and Failure Mechanism
    • Jan.-Feb.
    • Lefas, I. D.; Kotsovos, M. D.; and Ambraseys, N. N., "Behavior of Reinforced Concrete Structural Walls: Strength, Deformation Characteristics, and Failure Mechanism," ACI Structural Journal, V. 87, No. 1, Jan.-Feb. 1990, pp. 23-31.
    • (1990) ACI Structural Journal , vol.87 , Issue.1 , pp. 23-31
    • Lefas, I.D.1    Kotsovos, M.D.2    Ambraseys, N.N.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.