Quasi-static cyclic tests and plastic hinge analysis of RC structural walls

Engineering Structures

Volumn 31, Issue 7, 2009, Pages 1556-1571

  Dazio, Alessandro ^a   Beyer, Katrin ^a   Bachmann, Hugo ^a  

^a ETH ZURICH   (Switzerland)

Author keywords

Capacity design; Cyclic behaviour; Large scale tests; Local deformations; Plastic hinge analysis; Reinforced concrete; Structural walls

Indexed keywords

CAPACITY DESIGN; CYCLIC BEHAVIOUR; LARGE SCALE TESTS; LOCAL DEFORMATIONS; PLASTIC HINGE ANALYSIS; STRUCTURAL WALLS;

BUILDING MATERIALS; CONCRETE BUILDINGS; CYCLIC LOADS; DEFORMATION; DUCTILITY; PLASTICS; REINFORCED CONCRETE; REINFORCEMENT; STRUCTURAL ANALYSIS; TEST FACILITIES; TESTING;

WALLS (STRUCTURAL PARTITIONS);

CYCLIC LOADING; DEFORMATION; DUCTILITY; LIMIT ANALYSIS; LOADING TEST; REINFORCED CONCRETE; STRAIN ANALYSIS; WALL;

CENTRAL EUROPE; EURASIA; EUROPE; SWITZERLAND; ZURICH [SWITZERLAND];

EID: 68649099936     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2009.02.018     Document Type: Article

References (24)

1. Paulay T., and Priestley M.J.N. Seismic design of reinforced concrete and masonry buildings (1992), John Wiley & Sons, New York (USA)
2. Oesterle RG, Fiorato AE, Johal LS, Carpenter JE, Russell HG, Corley WG. Earthquake resistant structural walls-tests of isolated walls. Report to National Science Foundation. Skokie (IL, USA): PCA Construction Technology Laboratories; 1976
3. Oesterle RG, Aristizabal-Ochoa JD, Fiorato AE, Russell HG, Corley WG. Earthquake resistant structural walls-tests of isolated walls: Phase II. Report to National Science Foundation. Skokie (IL, USA): PCA Construction Technology Laboratories; 1979
4. Vallenas JM, Bertero VV, Popov EP. Hysteretic behavior of reinforced concrete structural walls. Report no. UBC/EERC-79/20, Berkeley (USA): University of California; 1979
5. Goodsir W.J.. The design of coupled frame-wall structures for seismic actions. Research report 85-8. Christchurch (New Zealand): Department of Civil Engineering, University of Canterbury; 1985
6. Dazio A., Wenk T., and Bachmann H. Versuche an Stahlbetontragwänden unter zyklisch-statischer Einwirkung (Tests on RC walls under cyclic-static action). IBK report no. 239 (1999), Birkhäuser. http://e-collection.ethbib.ethz.ch/view/eth:23296
7. Dazio A, Bachmann H. State of the seismic design and detailing of buildings with RC structural walls in Europe. In: Proceeding of the 12th world conference on earthquake engineering. Paper no. 526. 2000
8. ISO. Mechanical testing of metallic materials. ISO standard 6892-2984. ISO Standard Handbook 31. 1998
9. CEN. Eurocode 2: Design of concrete structures-Part 1-1: General rules and rules for buildings. EN 1992-1-1:2004. Brussels (Belgium): European Committee for Standardization; 2004
10. Park R. Ductility evaluation from laboratory and analytical testing. In: Proceedings of the 9th world conference on earthquake engineering. Vol. III; 1988
11. Priestley M.J.N., and Park R. Strength and ductility of concrete bridge columns under seismic loading. ACI Struct J 84 (1987) 61-76
12. Priestley M.J.N., Calvi G.M., and Kowalsky M.J. Displacement-based seismic design of structures (2007), IUSS Press, Pavia (Italy)
13. Restrepo-Posada JI. Seismic behaviour of connections between precast concrete elements. Research report 93-3. Christchurch (New Zealand): Department of Civil Engineering, University of Canterbury; 1993
14. Hiraishi H. Evaluation of shear and flexural deformations of flexural type shear walls. Bull New Zealand Soc Earthq Eng 17 2 (1984) 135-144
15. Bachmann H. Zur plastizitätstheoretischen Berechnung statisch unbestimmter Stahlbetonbalken (On the use of plasticity theory for the analysis of hyperstatic RC beams). ETH dissertation no. 4069. Juris Druck. 1967. http://e-collection.ethbib.ethz.ch/view/eth:21821
16. Hines E.M., Restrepo J.I., and Seible F. Force-displacement characterization of well-confined bridge piers. ACI Struct J 101 (2004) 537-548
17. Vecchio FJ, Wong P. VecTor2 and formworks user's manual. Toronto (Canada): University of Toronto; July 2003
18. Cervenka V. ATENA 2D-version 3.3.2i. User manual. Czech Republic: Cervenka Consulting, Prague; 2007
19. Millard A. CASTEM 2000, Manuel d'utilisation. CEA-LAMS report no. 93-007, Saclay (France); 1993
20. CEN. Eurocode 8: Design of structures for earthquake resistance-Part 3: Assessment and retrofitting of buildings. EN 1998-3:2005. Brussels (Belgium): European Committee for Standardization; June 2005
21. Beyer K., Dazio A., and Priestley M.J.N. Seismic design of torsionally eccentric buildings with U-shaped RC walls. Research report ROSE-2008/03 (2008), IUSS Press, Pavia (Italy)
22. Hines EM, Dazio A, Seible F. Structural testing of the San Francisco-Oakland bay bridge east spans skyway Piers. SSRP 2002/01. San Diego (USA): University of California; 2002
23. Priestley MJN, Seible F, Benzoni G. Seismic performance of circular columns with low longitudinal steel ratios. SSRP 94/08. San Diego(USA): University of California; 1994
24. Restrepo-Posada JI. Lecture notes to the course seismic design of reinforced concrete buildings. Pavia (Italy): ROSE School; 2006