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Volumn 48, Issue 2, 2003, Pages 81-98

Preliminary design of high-rise outrigger braced shear wall structures on flexible foundations

Author keywords

Design method; High rise; Outrigger structures; Shear walls; Tall buildings

Indexed keywords

COLUMNS (STRUCTURAL); DEFLECTION (STRUCTURES); DEFORMATION; FOUNDATIONS; GRAPHIC METHODS; NUMERICAL METHODS; OPTIMIZATION; STIFFNESS; STRUCTURAL DESIGN; STRUCTURAL LOADS; TALL BUILDINGS;

EID: 0346503029     PISSN: 00467316     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article
Times cited : (5)

References (13)
  • 1
    • 0020921697 scopus 로고
    • Lateral stiffness of core outrigger systems
    • Boggs, P.C. and Casparini, D.A. (1983). Lateral stiffness of core outrigger systems, Eng. J., AISC, 20(4): 172-180.
    • (1983) Eng. J., AISC , vol.20 , Issue.4 , pp. 172-180
    • Boggs, P.C.1    Casparini, D.A.2
  • 4
    • 0034275263 scopus 로고    scopus 로고
    • Simplified analysis of facade rigger braced high-rise structures
    • Hoenderkamp, J.C.D. and Snijder, H.H. (2000). Simplified analysis of facade rigger braced high-rise structures, Struct. Design Tall Build. 9, 309-319
    • (2000) Struct. Design Tall Build , vol.9 , pp. 309-319
    • Hoenderkamp, J.C.D.1    Snijder, H.H.2
  • 6
    • 0347553915 scopus 로고    scopus 로고
    • Preliminary analysis of high-rise braced frames with facade riggers
    • Hoenderkamp, J.C.D. and Snijder, H.H. (2003). Preliminary analysis of high-rise braced frames with facade riggers, Journal of Structural Engineering, ASCE, 129(5), pp. 640-647
    • (2003) Journal of Structural Engineering, ASCE , vol.129 , Issue.5 , pp. 640-647
    • Hoenderkamp, J.C.D.1    Snijder, H.H.2
  • 7
    • 0016556841 scopus 로고
    • Drift reduction factors for belted high-rise structures
    • McNabb, J.W. and Muvdi, B.B. (1975). Drift reduction factors for belted high-rise structures, Eng. J., AISC, 12(3): 88-91.
    • (1975) Eng. J., AISC , vol.12 , Issue.3 , pp. 88-91
    • McNabb, J.W.1    Muvdi, B.B.2
  • 8
    • 0346292743 scopus 로고
    • Discussion: Drift reduc-tion factors for belted high-rise structures
    • McNabb, J.W. and Muvdi, B.B. (1977). Discussion: Drift reduc-tion factors for belted high-rise structures, Eng. J., AISC, 14(1):44-47.
    • (1977) Eng. J., AISC , vol.14 , Issue.1 , pp. 44-47
    • McNabb, J.W.1    Muvdi, B.B.2
  • 9
    • 0023244361 scopus 로고
    • Lateral load response of belted tall building structures
    • Rutenberg, A. and Tal, D. (1987). Lateral load response of belted tall building structures, Engineering Structures, 9(1): 53-67.
    • (1987) Engineering Structures , vol.9 , Issue.1 , pp. 53-67
    • Rutenberg, A.1    Tal, D.2
  • 11
    • 0019632266 scopus 로고
    • Parameter study of outrigger-braced tall building structures
    • Stafford Smith, B. and Salim, I. (1981). Parameter study of outrigger-braced tall building structures, Journal of the Structural Division, ASCE, 107, No. ST10, pp. 2001-2013.
    • (1981) Journal of the Structural Division, ASCE , vol.107 , Issue.ST10 , pp. 2001-2013
    • Stafford Smith, B.1    Salim, I.2
  • 12
    • 0015986250 scopus 로고
    • Optimum belt truss location for high-rise structures
    • Taranath, B.S. (1974). Optimum belt truss location for high-rise structures, Eng. J., AISC, 11(1): 18-21.
    • (1974) Eng. J., AISC , vol.11 , Issue.1 , pp. 18-21
    • Taranath, B.S.1
  • 13
    • 0016544613 scopus 로고
    • Optimum belt truss location for high-rise structures
    • Taranath, B.S. (1975). Optimum belt truss location for high-rise structures, Structural Engineer, 53(8): 345-347.
    • (1975) Structural Engineer , vol.53 , Issue.8 , pp. 345-347
    • Taranath, B.S.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.