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Volumn 105, Issue 2, 2008, Pages 215-224

Capacity of rectangular cross sections under biaxially eccentric loads

Author keywords

Axial load; Bending moment; Columns

Indexed keywords

AXIAL LOADS; BENDING MOMENTS; CALCULATIONS; COLUMNS (STRUCTURAL); INTEGRATION; STRUCTURAL DESIGN;

EID: 41949096665     PISSN: 08893241     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article
Times cited : (22)

References (10)
  • 1
    • 27944508869 scopus 로고
    • Design of Reinforced Concrete Sections Under Normal Loads and Stresses in the Ultimate Limit State
    • CEB, Paris
    • Moran, F., "Design of Reinforced Concrete Sections Under Normal Loads and Stresses in the Ultimate Limit State," Bulletin d'Information No. 83, CEB, Paris, 1972, pp. 134.
    • (1972) Bulletin d'Information , vol.83 , pp. 134
    • Moran, F.1
  • 2
    • 0000824768 scopus 로고
    • Design Criteria for Reinforced Concrete Columns Under Axial Load and Biaxial Bending
    • June
    • Bresler, B., "Design Criteria for Reinforced Concrete Columns Under Axial Load and Biaxial Bending," ACI Structural Journal, V. 57, No. 6, June 1960, pp. 481-490.
    • (1960) ACI Structural Journal , vol.57 , Issue.6 , pp. 481-490
    • Bresler, B.1
  • 5
    • 0000618273 scopus 로고
    • Capacity of Reinforced Rectangular Columns Subject to Biaxial Bending
    • Sept
    • Parme, A. L.; Nieves, J. M.; and Gouwens, A., "Capacity of Reinforced Rectangular Columns Subject to Biaxial Bending," ACI JOURNAL, Proceedings V. 63, No. 9, Sept. 1966, pp. 911-923.
    • (1966) ACI JOURNAL, Proceedings , vol.63 , Issue.9 , pp. 911-923
    • Parme, A.L.1    Nieves, J.M.2    Gouwens, A.3
  • 6
    • 0039638194 scopus 로고
    • Ultimate Strength Design Charts for Columns with Biaxial Bending
    • Nov
    • Weber, D. C., "Ultimate Strength Design Charts for Columns with Biaxial Bending," ACI JOURNAL, Proceedings V. 63, No. 11, Nov. 1966, pp. 1205-1230.
    • (1966) ACI JOURNAL, Proceedings , vol.63 , Issue.11 , pp. 1205-1230
    • Weber, D.C.1
  • 7
    • 0039046197 scopus 로고
    • Ultimate Strength of Columns with Biaxially Eccentric Loads
    • Aug
    • Meek, J. L., "Ultimate Strength of Columns with Biaxially Eccentric Loads," ACI JOURNAL, Proceedings V. 60, No. 8, Aug. 1963, pp. 1053-1064.
    • (1963) ACI JOURNAL, Proceedings , vol.60 , Issue.8 , pp. 1053-1064
    • Meek, J.L.1
  • 8
    • 41949115873 scopus 로고    scopus 로고
    • Eccheli, S., and Roveda, M., Computer Code for the Analysis of Reinforced Concrete Cross Sections by Using Non-Linear Constitutive Laws, thesis, Politecnico di Milano, Milan, Italy, July 2003, 108 pp. (in Italian)
    • Eccheli, S., and Roveda, M., "Computer Code for the Analysis of Reinforced Concrete Cross Sections by Using Non-Linear Constitutive Laws," thesis, Politecnico di Milano, Milan, Italy, July 2003, 108 pp. (in Italian)
  • 9
    • 41949107546 scopus 로고    scopus 로고
    • Biaxial Bending of Concrete Columns
    • Politecnico di Milano, Milan, Italy
    • Cedolin, L.; Cusatis, G.; Eccheli, S.; and Roveda, M., "Biaxial Bending of Concrete Columns," Studies and Research, V. 26, Politecnico di Milano, Milan, Italy, 2006, pp. 163-192.
    • (2006) Studies and Research , vol.26 , pp. 163-192
    • Cedolin, L.1    Cusatis, G.2    Eccheli, S.3    Roveda, M.4
  • 10
    • 84937156078 scopus 로고    scopus 로고
    • Part 1-1: General Rules and Rules for Building
    • 2, European Committee for Standardization, Brussels, Belgium
    • Eurocode 2, "Part 1-1: General Rules and Rules for Building," Design of Concrete Structures, European Committee for Standardization, Brussels, Belgium, 2003.
    • (2003) Design of Concrete Structures
    • Eurocode1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.