Fragility functions for low aspect ratio reinforced concrete walls

Engineering Structures

Volumn 32, Issue 9, 2010, Pages 2894-2901

  Gulec, Cevdet K ^a   Whittaker, Andrew S ^b   Hooper, John D ^c  

^a THORNTON TOMASETTI   (United States)

^b State University of New York   (United States)

^c Magnusson Klemencic Associates   (United States)

Author keywords

Damage; Fragility; Low aspect ratio; Reinforced concrete; Repair; Wall

Indexed keywords

AXIAL FORCES; CONCRETE CRACKING; CROSS SECTION; DAMAGE; DAMAGE STATE; DAMAGE THRESHOLD; DESIGN VARIABLES; EARTHQUAKE SHAKING; EPOXY INJECTION; EXPERIMENTAL DATA; EXPERIMENTAL PROGRAM; EXPERT OPINION; FRAGILITY; FRAGILITY FUNCTION; FUTURE PERFORMANCE; IN-BUILDINGS; LOW ASPECT RATIO; REINFORCED CONCRETE WALL; REPAIR COSTS; RESIDUAL DISPLACEMENT; STATISTICAL EVALUATION; STRUCTURAL COMPONENT;

COMPOSITE BEAMS AND GIRDERS; CONCRETE BUILDINGS; DAMAGE DETECTION; EARTHQUAKE RESISTANCE; FUNCTION EVALUATION; PRESSURE DROP; PROBABILITY DENSITY FUNCTION; REINFORCED CONCRETE; REINFORCEMENT; REPAIR; RETROFITTING; STATISTICAL TESTS; WALLS (STRUCTURAL PARTITIONS);

ASPECT RATIO;

CONCRETE STRUCTURE; DAMAGE; PERFORMANCE ASSESSMENT; REINFORCED CONCRETE; REINFORCEMENT; REPAIR; SEISMIC RESPONSE; STRUCTURAL RESPONSE; WALL;

EID: 77955511746     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2010.05.008     Document Type: Article

References (40)

1. ASCE. Seismic rehabilitation of existing buildings (ASCE/SEI 41-06). Reston (VA): American Society of Civil Engineers; 2006. p. 411.
2. ATC. Guidelines for seismic performance assessment of buildings (ATC-58). Applied Technology Council; 2008. http://www.atcouncil.org/atc-58.shtml.
3. ATC. Repair of earthquake damaged concrete and masonry wall buildings (FEMA 308). Washington (DC): Federal Emergency Management Agency; 1998. p. 66.
4. Gulec CK, Whittaker AS. Performance-based assessment and design of squat reinforced concrete shear walls. Report no. MCEER-09-0010. Buffalo (NY): Multidisciplinary Center for Earthquake Engineering Research; 2009.
5. ACI Committee 318. Building code requirements for structural concrete and commentary (ACI 318-08). Farmington Hills (MI): American Concrete Institute; 2008. p. 467.
6. Park Y.J., Ang A.H.S. Mechanistic seismic damage model for reinforced-concrete. J Struct Eng, ASCE 1985, 111(4):722-739.
7. Pagni C.A., Lowes L.N. Fragility functions for older reinforced concrete beam column joints. Earthq Spectra, EERI 2006, 22(1):215-238.
8. Brown P.C., Lowes L.N. Fragility functions for modern reinforced-concrete beam-column joints. Earthq Spectra, EERI 2007, 23(2):263-289.
9. ATC. Evaluation of earthquake damaged concrete and masonry buildings-basic procedures manual (FEMA 306). Washington (DC): Federal Emergency Management Agency; 1998. p. 250.
10. ACI Committee 546. Concrete repair guide (ACI 546R-04). Farmington Hills (MI): American Concrete Institute; 2004. p. 53.
11. Maier J, Thürlimann B. Bruchversuche an Stahlbetonscheiben. Institut für Baustatik und Konstruktion. Eidgenössische Technische Hochschule (ETH) Zürich. Zürich (Switzerland); 1985. p. 130 [in German].
12. Palermo D, Vecchio FJ. Behavior and analysis of reinforced concrete walls subjected to reversed cyclic loading. Report no. 2002-01. Toronto (ON, Canada): Department of Civil Engineering, University of Toronto; 2002. p. 351.
13. French C.W., Thorp G.A., Tsai W.J. Epoxy repair techniques for moderate earthquake damage. ACI Struct J 1990, 87(4):416-424.
14. Filiatrault A, Lebrun I. Seismic rehabilitation of reinforced concrete joints by epoxy pressure injection technique. In: ACI SP-160: rehabilitation of concrete structures. Farmington Hills (MI): American Concrete Institute; 1996. p. 73-92.
15. Lowes LN, Li J. Fragility curves for reinforced concrete special and intermediate moment frames. Report to ATC-58. 2008.
16. Greifenhagen C., Lestuzzi P. Static cyclic tests on lightly reinforced concrete shear walls. Eng Struct 2005, 27(11):1703-1712.
17. Greifenhagen C, Papas D, Lestuzzi P. Static-cyclic tests on reinforced concrete shear walls with low reinforcement ratios. Report no. N4. Lausanne (Switzerland): School of Architecture, Civil and Environmental Engineering, Ecole Polytechnique Federale De Lausanne; 2005. p. 113.
18. Soong T.T. Fundamentals of probability and statistics for engineers 2004, John Wiley & Sons, Chichester (England), p. 391.
19. Benjamin J.R., Cornell C.A. Probability, statistics, and decision for civil engineers 1970, McGraw-Hill, New York, p. 684.
20. Lilliefors H.W. On the K-S test for normality with mean and variance unknown. J Amer Statist Assoc 1967, 62(June):399-402.
21. Pilakoutas K. Earthquake resistant design of reinforced concrete walls. Report no. 91-4. ESEE research report. London (UK): Civil Engineering Department, Imperial College; 1991. p. 360.
22. Lefas I.D., Kotsovos M.D., Ambraseys N.N. Behavior of reinforced concrete structural walls: strength, deformation characteristics, and failure mechanism. ACI Struct J 1990, 87(1):23-31.
23. Wiradinata S. Behavior of squat walls subjected to load reversals. M.S. thesis. Toronto (ON, Canada): Department of Civil Engineering, University of Toronto; 1985. p. 171.
24. Pilette FC. Behavior of earthquake resistant squat shear walls. M.S. thesis. Ottawa (ON, Canada): Department of Civil Engineering, University of Ottawa; 1987. p. 177.
25. Mohammadi-Doostdar H. Behavior and design of earthquake resistant low-rise shear walls. Ottawa (ON, Canada): Department of Civil Engineering, University of Ottawa; 1994. p. 234.
26. Salonikios T.N., Kappos A.J., Tegos I.A., Penelis G.G. Cyclic load behavior of low-slenderness reinforced concrete walls: design basis and test results. ACI Struct J 1999, 96(4):649-660.
27. Synge AJ. Ductility of squat shear walls. Report no. 80-8. Christchurch (New Zealand): Department of Civil Engineering, University of Canterbury; 1980. p. 142.
28. Massone LM. RC wall shear-flexure interaction: analytical and experimental responses. Ph.D. dissertation. Los Angeles (CA): Department of Civil and Environmental Engineering, University of California; 2006. p. 398.
29. Xie L, Xiao Y. Study on retrofit of existing squat concrete shear walls. Report no. USC-SERP 2000-5. Los Angeles (CA): Department of Civil Engineering, University of Southern California; 2000. p. 111.
30. Hidalgo P.A., Ledezma C.A., Jordan R.M. Seismic behavior of squat reinforced concrete shear walls. Earthq Spectra, EERI 2002, 18(2):287-308.
31. Lopes MS, Elnashai AS. Seismic behaviour of RC walls with low shear ratio. Report no. 91-9. ESEE research report. London (UK): Civil Engineering Department, Imperial College; 1991. p. 439.
32. AIJ. Load-deflection characteristics of nuclear reactor building structures: parts 8-9-10. Summaries of technical papers, structural division. vol. 58. Japan: Architectural Institute of Japan; 1985 [in Japanese].
33. AIJ. Load-deflection characteristics of nuclear reactor building structures: parts 21-22. Summaries of technical papers, structural division. vol. 59. Japan: Architectural Institute of Japan; 1986 [in Japanese].
34. AIJ. Load-deflection characteristics of nuclear reactor building structures: parts 37-38-39-40. Summaries of technical papers of annual meeting, B, structures I. Japan: Architectural Institute of Japan; 1985 [in Japanese].
35. AIJ. Load-deflection characteristics of nuclear reactor building structures: parts 59-60-61. Summaries of technical papers of annual meeting, B, structures I. Japan: Architectural Institute of Japan; 1986 [in Japanese].
36. AIJ. Load-deflection characteristics of nuclear reactor building structures: parts 62-63. Summaries of technical papers of annual meeting, B, structures I. Japan: Architectural Institute of Japan; 1986 [in Japanese].
37. Barda F. Shear strength of low-rise walls with boundary elements. Ph.D. dissertation. Bethlehem (PA): Lehigh University; 1972.
38. Kitada Y, Akino K, Terada K, Aoyama H, Miller A. Report on seismic shear wall international standard problem organized by OECD/NEA/CSNI. In: Proceedings fourteenth international conference on structural mechanics in reactor technology. HKW/1. 1997.
39. Saito H, Kikuchi R, Kanechika M, Okamoto K. Experimental study on the effect of concrete strength on shear wall behavior. In: Proceedings, tenth international conference on structural mechanics in reactor technology. H08/05. 1989.
40. Sato S, Ogata Y, Yoshizaki S, Kanata K, Yamaguchi T, Nakayama T. et al. Behavior of shear wall using various yield strength of rebar, part 1: an experimental study. In: Proceedings, tenth international conference on structural mechanics in reactor technology. H09/01. 1989.