In-plane strength of unreinforced masonry piers

Earthquake Engineering and Structural Dynamics

Volumn 38, Issue 2, 2009, Pages 243-267

  Calderini, Chiara ^a   Cattari, Serena ^a   Lagomarsino, Sergio ^a  

^a UNIVERSITY OF GENOA   (Italy)

Author keywords

Failure mechanisms; In plane behaviour; Masonry; Pier strength; Seismic capacity; Simplified models

Indexed keywords

FAILURE ANALYSIS; FOUNDATIONS; MASONRY MATERIALS; SEISMOLOGY;

FAILURE MECHANISMS; IN-PLANE BEHAVIOUR; MASONRY; SEISMIC CAPACITY; SIMPLIFIED MODELS;

PIERS;

BEARING CAPACITY; DISPLACEMENT; FAILURE MECHANISM; FINITE ELEMENT METHOD; MASONRY; NUMERICAL MODEL; PARAMETERIZATION; PIER; SEISMIC RESPONSE; STRUCTURAL RESPONSE;

EID: 66149149865     PISSN: 00988847     EISSN: 10969845     Source Type: Journal    
DOI: 10.1002/eqe.860     Document Type: Article

References (46)

1. FEMA 356. Prestandard and Commentary for the Seismic Rehabilitation of Buildings. ATC: Washington, 2000.
2. ATC-40. Seismic Evaluation and Retrofit of Concrete Buildings. ATC: Redwood City, 1996.
3. Eurocode 8. Design Provisions for Earthquake Resistance of Structures. Part 1-1: General Rules - Seismic Actions and General Requirements for Structures. CEN: Brussels, 2005. ENV 1998-1.
4. Tomaževič M, Weiss P. A rational, experimentally based method for the verification of earthquake resistance of masonry buildings. Proceedings of the 4th U.S. National Conference on Earthquake Engineering, Palm Springs, 1990; 349-359.
5. Magenes G, Della Fontana A. Simplified non-linear seismic analysis of masonry buildings. Proceedings of the British Masonry Society 1998; 8:190-195.
6. Galasco A, Lagomarsino S, Penna A, Resemini S. Non-linear analysis of masonry structures. Proceedings of the 13th World Conference on Earthquake Engineering, Vancouver, 2004.
7. Mayes RL, Clough RW. A literature survey - compressive, tensile, bond and shear strength of masonry. Report No. EERC 75-15, Earthquake Engineering Research Center - University of California, Berkeley, 1975.
8. Drysdale RG, Hamid AA, Heidebrecht AC. Tensile strength of concrete masonry. Journal of the Structural Division (ASCE) 1979; 105(ST7):1261-1276.
9. Hamid AA, Drysdale RG. Concrete masonry under combined shear and compression along the mortar joints. ACI Journal 1980; 77(33):314-320.
10. Hamid AA, Drysdale RG. Behaviour of brick masonry under combined shear and compression loading. Proceedings of the 2nd Canadian Masonry Symposium, Ottawa, 1980; 51-64.
11. Page AW. The biaxial compressive strength of brick masonry. Proceedings of the Institution of Civil Engineers 1981; 71(Part 2):893-906.
12. Ganz H, Thürlimann B. Versuche über die Festigkeit von zweiachsig beanspruchtem Mauerwerk. Bericht Nr. 7502-3, Institut für Baustatik und Konstruktion ETH, Zürich, 1982.
13. Page AW, Samarasinghe W, Hendry AW. The in-plane failure of masonry - a review. Proceedings of the British Ceramic Society 1982; 30:90-100.
14. Samarasinghe W, Hendry AW. The Strength of brickwork under biaxial tensile and compressive stress. Proceedings of the British Ceramic Society 1982; 30:129-139.
15. Page AW. The strength of brick masonry under biaxial tension - compression. International Journal of Masonry Construction 1983; 3(1):26-31.
16. Dhanasekar M, Page AW, Kleeman PW. The failure of brick masonry under biaxial stresses. Proceedings of the Institution of Civil Engineers 1985; 79(Part 2):295-313.
17. Mayes RL, Clough RW. State-of-the-art in seismic shear strength of masonry - an evaluation and review. Report No. EERC 75-21, Earthquake Engineering Research Center - University of California, Berkeley, 1775.
18. Yokel FY, Fattal SG. Failure hypothesis for masonry shear walls. Journal of the Structural Division (ASCE) 1976; 102(ST3):515-532.
19. Mann W, Müller H. Failure of shear-stressed masonry - an enlarged theory, tests and application to shear-walls. Proceedings of the International Symposium on Load bearing Brickwork, London, 1980; 1-13.
20. Ganz H, Thürlimann B. Versuche an Mauerwerksscheiben unter Normalkraft und Querkraft. Bericht Nr. 7502-4, Institut für Baustatik und Konstruktion ETH, Zürich, 1984.
21. Magenes G, Calvi GM. Cyclic behaviour of brick masonry walls. Proceedings of the 10th World Conference on Earthquake Engineering, Madrid, 1992; 3517-3522.
22. Abrams DP. Strength and behaviour of unreinforced masonry elements. Proceedings of the 10th World Conference on Earthquake Engineering, Madrid, 1992; 3475-3480.
23. Shah N, Abrams DP. Cyclic load testing of unreinforced masonry walls. Report No. 92-26-10, Advanced Construction Technology Center - University of Illinois, Urbana, 1992.
24. Mahmoud AD, Hamid AA, El Magd SA. Lateral response of unreinforced solid masonry shear walls: an experimental study. Proceedings of the 7th Canadian Masonry Symposium, Hamilton, 1995; 110-125.
25. Anthoine A, Magonette G, Magenes G. Shear compression testing and analysis of brick masonry walls. Proceedings of the 10th European Conference on Earthquake Engineering, Vienna, 1995; 1657-1662.
26. Magenes G, Calvi M. In-plane seismic response of brick masonry walls. Earthquake Engineering and Structural Dynamics 1997; 26:1091-1112.
27. Bosiljkov V, Page A, Bokan-Bosiljkov V, Žarnic R. Performance based studies on in-plane loaded unreinforced masonry walls. Masonry International 2003; 16(2):39-50.
28. Ignatakis C, Stylianides K. Mechanical characteristics of virgin and strengthened old brick masonry - experimental research. Masonry International 2003; 16(2):62-69.
29. Lourenço PB, Oliveira DV, Roca P, Orduña A. Dry joint stone masonry walls subjected to in-plane combined loading. Journal of Structural Engineering (ASCE) 2005; 131(11):1665-1673.
30. Vasconcelos G, Lourenço PB. Assessment of the in-plane shear strength of stone masonry walls by simplified models. Proceedings of the 5th International Conference on Structural Analysis of Historical Constructions, New Delhi; 2006; 843-850.
31. Drysdale RG, Hamid AA. Tension failure criteria for plain concrete masonry. Journal of Structural Engineering (ASCE) 1984; 110(2):228-244.
32. Giuffrè A. Sicurezza e conservazione dei centri storici. Il caso Ortigia. Laterza: Roma, 1993.
33. Brignola A, Frumento S, Lagomarsino S, Podestà S. Identification of shear parameters of masonry panels through the in-situ diagonal compression test. International Journal of Architectural Heritage 2008; DOI: 10.1080/15583050802138634.
34. Borchelt JG. Analysis of brick walls subject to axial compression and in-plane shear. Proceedings of the 2nd International Brick Masonry Conference, Stoke-on-Trent, 1970.
35. Turnšek V, Čačovič F. Some experimental results on the strength of brick masonry walls. Proceedings of the 2nd International Brick Masonry Conference, Stoke-on-Trent, 1970; 149-156.
36. Frocht MM. Recent advances in photoelasticity. Transactions of the ASME 193l; 55:135-153.
37. Benedetti D, Tomaževič M. Sulla verifica sismica di costruzioni in muratura. Ingegneria sismica 1984; 1:9-16.
38. Eurocode 6. Design of Masonry Structures. Part 1-1: General Rules for Buildings. Rules for Reinforced and Unreinforced Masonry. CEN: Brussels, 2005. ENV 1996-1-1.
39. Eurocode 8. Design of Structures for Earthquake Resistance. Part 3: Assessment and Retrofitting of Buildings. CEN: Brussels, 2005. ENV 1998-3.
40. DIN 1053-100. Masonry: Design on the Basis of Semi-Probabilistic Safety Concept. NABau: Berlin, 2004.
41. Fema 306. Evaluation of Earthquake Damaged Concrete and Masonry Wall Buildings - Basic Procedures Manual. ATC: Washington, 1998.
42. ACI 530-05. Building Code Requirements for Masonry Structures and Commentary. American Concrete Institute: Farmington Hills, 2005.
43. Calderini C, Lagomarsino S. A continuum model for in-plane anisotropic inelastic behaviour of masonry. Journal of Structural Engineering (ASCE) 2008; 134(2):209-220.
44. Gambarotta L, Lagomarsino S. Damage models for the seismic response of brick masonry shear walls. Part I: the mortar joint model and its applications. Earthquake Engineering and Structural Dynamics 1997; 26:423-439.
45. Alpa G, Monetto I. Microstructural model for dry block masonry walls with in-plane loading. Journal of the Mechanics and Physics of Solids 1994; 42(7):1159-1175.
46. Dialer C. Some remarks on the strength and deformation behaviour of shear stressed masonry panels under static monotonic loading. Proceedings of the 9th International Brick/Block Masonry Conference, Berlin, 1991; 276-283.