Simplified analysis of facade rigger braced high-rise structures

Structural Design of Tall Buildings

Volumn 9, Issue 4, 2000, Pages 309-319

  Hoenderkamp, J C D ^a   Snijder, H H ^a  

^a EINDHOVEN UNIVERSITY OF TECHNOLOGY   (Netherlands)

Author keywords

[No Author keywords available]

Indexed keywords

BENDING (DEFORMATION); COLUMNS (STRUCTURAL); FACADES; STIFFNESS; STRUCTURAL FRAMES; STRUCTURAL LOADS; TALL BUILDINGS; WALLS (STRUCTURAL PARTITIONS);

BENDING STIFFNESS; FACADE RIGGER BRACED HIGH RISE STRUCTURES; RACKING SHEAR STIFFNESS;

STRUCTURAL ANALYSIS;

EID: 0034275263     PISSN: 10628002     EISSN: None     Source Type: Journal    
DOI: 10.1002/1099-1794(200009)9:4<309::AID-TAL155>3.0.CO;2-Y     Document Type: Article

References (4)

1. Stafford Smith B, Coull A. 1991. Tall Building Structures, Wiley: New York.
2. Stafford Smith B, Crowe E. 1986. Estimating periods of vibration of tall buildings. Journal of the Structural Division, ASCE 112(5):1005-1019.
3. Stafford Smith B, Cruvellier M, Nollet MJ, Mahayari AT. 1996. Offset outrigger concept for tall building structures. Proceedings of the 67th Regional Conference 'Tall Buildings - a World View'. Chicago, IL: 73-80.
4. Stafford Smith B, Salim I. 1981. Parameter study of outrigger-braced tall building structures. Journal of the Structural Division, ASCE 107(ST10):2001-2013.