Lateral stiffness characteristics of tall reinforced concrete buildings under service loads

Structural Design of Tall Buildings

Volumn 9, Issue 5, 2000, Pages 365-383

  Chan, Chun Man ^a   Ning, Feng ^a   Mickleborough, Neil C ^a  

^a HONG KONG UNIVERSITY OF SCIENCE AND TECHNOLOGY   (Hong Kong)

Author keywords

[No Author keywords available]

Indexed keywords

ALGORITHMS; CRACKS; DEFLECTION (STRUCTURES); FINITE ELEMENT METHOD; ITERATIVE METHODS; MATHEMATICAL MODELS; NUMERICAL METHODS; REINFORCED CONCRETE; STIFFNESS; STRUCTURAL LOADS;

ELEMENT STIFFNESS REDUCTION MODEL; LATERAL STIFFNESS CHARACTERISTICS; SERVICE LOADS;

TALL BUILDINGS;

EID: 0034499902     PISSN: 10628002     EISSN: None     Source Type: Journal    
DOI: 10.1002/1099-1794(200012)9:5<365::AID-TAL158>3.0.CO;2-B     Document Type: Article

References (17)

1. ACI Committee 318, 1995. Building code requirements for reinforced concrete (ACI 318-95). American Concrete Institute, Farmington Hills, MI.
2. Al-Zaid RZ, Rajeh Z, Al-Shaikh AH, Abdulrahman H, Abu-Hussein MM, Mustafa M. 1991. Effect of loading type on the effective moment of inertia of reinforced concrete beams. ACI Structural Journal 88(2): 184-190.
3. AS 3600-1994, 1994. SAA concrete structures code, Standards Association of Australia, Sydney.
4. ASCE State-of-the-Art Report, 1982. Finite Element Analysis of Reinforced Concrete. Structural Division Committee, ASCE Special Publication, New York.
5. Barzegar F. 1989. Analysis of RC membrane elements with anisotropic reinforcement. Journal of Structural Engineering, ASCE 115(3): 647-665.
6. Branson DE. 1963. Instantaneous and time dependent deflection of simple and continuous reinforced concrete beams. Alabama Highway Research Report No. 7, Bureau of Public Roads.
7. CAN3-A23·3-M94 1994. Design of concrete structures for buildings. Canadian Standards Association, Toronto, Canada.
8. Ingraffea AR, Gerstle W. 1985. Non-linear fracture models for discrete crack propagation. In Application of Fracture Mechanics to Cementitious Composites, Shah SP. (ed.). The Hague, The Netherlands: Martinus-Nijhoff; 171-209.
9. Kotsovos MD, Pavlovic MN. 1995. Structural Concrete - Finite Element Analysis for Limit-State Design. London: Thomas Telford.
10. Mickleborough NC, Ning F, Chan CM. 1999. Prediction of the stiffness of Reinforced concrete shear walls under service loads. ACI Structural Journal 96(6): 1018-1026.
11. Mufti AA, Mirza MS, McCutcheon JO, Houde J. 1972. A study of the nonlinear behavior of structural concrete elements. Proceedings of the spec Conference on Finite Element Method in Civil Engineering, Montreal, Canada.
12. Ning F. 1998. Lateral stiffness characteristics of tall reinforced concrete buildings under service loads. PhD dissertation, Department of Civil Engineering, Hong Kong University of Science and Technology.
13. Polak MA. 1996. Effective stiffness model for reinforced concrete slabs. Journal of Structural Engineering, ASCE 122(9).
14. Rashid YR. 1968. Analysis of prestressed concrete pressure vessels. Nuclear Engineering and Design 7(4): 334-344.
15. Scanlon A, Murray DW. 1974. Time dependent reinforced concrete slab deflection. Journal of Structural Division, ASCE 100(9): 1911-1924.
16. Vecchio FJ, Collins MP. 1986. The modified compression field theory for reinforced concrete elements subjected to shear. ACI Journal Proceedings 83(6): 219-231.
17. Yarimci E, Yura JA, Lu LW. 1967. Techniques for testing structures permitted to sway. Experimental Mechanics 7(8).