Prediction of load deflection responses of low rise shear walls

8th US National Conference on Earthquake Engineering 2006

Volumn 7, Issue , 2006, Pages 3856-3865

  Tu, Yaw Shen ^a   Hwang, Shyh Jiann ^b,c   Yu, Hsin Wan ^d  

^a DE LIN INSTITUTE OF TECHNOLOGY   (Taiwan)

^b NATIONAL TAIWAN UNIVERSITY OF SCIENCE AND TECHNOLOGY   (Taiwan)

^c NATIONAL CENTER FOR RESEARCH ON EARTHQUAKE ENGINEERING   (Taiwan)

^d CHINA UNIVERSITY OF TECHNOLOGY   (Taiwan)

Author keywords

[No Author keywords available]

Indexed keywords

EXPERIMENTAL DATA; FORCE-DISPLACEMENT RESPONSE; LATERAL DISPLACEMENTS; LATERAL LOADING; LENGTH RATIO; LOAD-DEFLECTION CURVE; LOAD-DEFLECTION RESPONSE; REINFORCED CONCRETE WALL; SHEAR BEHAVIOR; SHEAR FORCE; SHEAR MODES; SHEAR STIFFNESS; STRUT-AND-TIE MODEL;

CIVIL ENGINEERING; ENGINEERING GEOLOGY; REINFORCED CONCRETE;

LOADING;

EID: 84865859824     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (15)

1. American Concrete Institute (ACI) Committee 318. (2002). "Building code requirements for structural concrete, " ACI 318-02, Farmington Hills, Michigan, 443.
2. ASCE working group on stiffness of concrete shear wall structures of the nuclear structures committee of the dynamic effects committee of the structural division (ASCE) (1994). "Stiffness of low rise reinforced concrete shear walls, " American Society of Civil Engineers, ISBN 0-7844-0060-1, New York, 196.
3. Barda, F., Hanson, J. M., and Corley, W. G. (1977). "Shear strength of low-rise walls with boundary elements." Reinforced concrete structures in seismic zones, SP-53, American Concrete Institute, Farmington Hills, Mich., 149-202.
4. Benjamin, J. R., and Williams, H. A. (1957). "The behavior of one-story reinforced concrete shear walls." J. Struct. Div., ASCE, 83(3), 1-49.
5. Comité Euro-Internation du Beton (CEB)-Fédération International de La Precontrainte (FIP). (1993). Model Code 1990, 1993, (MC90), Thomas Telford, London.
6. Fintel, M. (1991). "Shearwalls - an answer for seismic resistance?" Concrete International, ACI, 13(7), 48-53.
7. Hirosawa, M. (1975). "Past experimental results on reinforced concrete shear walls and analysis on them." Kenchiku Kenkyu Shiryo, No. 6, Building Research Inst., Ministry of Construction, Tokyo, 277 (in Japanese).
8. Hus, T. T. C., (1993), "Unified Theory of Reinforced Concrete, " CRC Press, Inc., Boca Raton, Florida, 313pp.
9. Hwang, S. J., Fang, W. H., Lee, H. J., and Yu, H. W. (2001), "Analytical model for predicting shear strengths of squat walls, " J. Struct. Engrg., ASCE, 127(1), 43-50.
10. Hwang, S. J., and Lee, H. J. (2002), "Strength prediction for discontinuity regions by softened strut-andtie model, " J. Struct. Engrg, ASCE, 2002, 128(12), 1519-1526.
11. Paulay, T., and Priestley, M. J. N. (1992). Seismic design of reinforced concrete and masonry buildings. Wiley, New York.
12. Sezen, H. (2002). "Seismic behavior and modeling of reinforced concrete building columns." PhD thesis, Department of Civil and Environmental Engineering, University of California, Berkeley.
13. Vecchio, F. J., and Collins, M. P. (1993) "Compression response of cracked reinforced concrete." J. Struct. Engrg., ASCE, 119(12), 3590-3610.
14. Yamada, M., Kawamura, H., and Katagihara, K. (1974). "Reinforced concrete shear walls without openings; test and analysis." Shear in reinforced concrete, SP-42, American Concrete Institute, Farmington Hills, Mich., 539-558.
15. Zhang, L. X. B., and Hsu, T. T. C. (1998). "Behavior and analysis of 100 MPa concrete membrane elements, " J. Struct. Engrg., ASCE, 124(1), 24-34.