Encyclopedia of Earthquake Engineering

2015 Edition
| Editors: Michael Beer, Ioannis A. Kougioumtzoglou, Edoardo Patelli, Siu-Kui Au

Seismic Analysis of Masonry Buildings: Numerical Modeling

  • Christos A. ZerisEmail author
  • Elizabeth Vintzileou
Reference work entry
DOI: https://doi.org/10.1007/978-3-642-35344-4_126
  • 242 Downloads

Synonyms

Adobe; Confined masonry; Finite elements; Load-bearing masonry; Masonry building reinforced concrete; Reinforced masonry; Seismic analysis; Unreinforced masonry

Introduction

Masonry building construction encompasses the large inventory of structures built worldwide solely or partially of individually laid masonry units bonded or not together with some type of mortar, possibly with the incorporation of reinforcement; depending on the constituent materials, stacking, and bonding techniques, different technologies are adopted for building the masonry elements that comprise the entire building; thus, materials and techniques adopted worldwide vary with local customs, socioeconomic conditions, and available technology. A comprehensive continuously updated description of the different materials and technologies of construction around the world is given in the World Housing Encyclopedia (EERI/IAEE).

Because of their widespread use, masonry structures house not only the population but...
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References

  1. ASCE (2013) Building code requirements and specification for masonry structures. Standards ASCE/SEI 5-13, 6-13. American Society of Civil Engineers, RestonGoogle Scholar
  2. Clough R, Mayes R, Gülkan P (1979) Shaking table study of single-story masonry houses, vol 3, Summary, conclusions and recommendations, UCB/EERC-79/25. Earthquake Engineering Research Center, University of California, BerkeleyGoogle Scholar
  3. Crisafulli F, Carr A, Park R (2000) Analytical modeling of infilled frame structures; a general review. Bull N Z Soc Earthq Eng 33(1):30–47Google Scholar
  4. DesRoches R, Comerio M (2011) The 2010 Haiti Earthquake. Earthquake Spectra, vol 27, S1. Earthquake Engineering Research Institute, OaklandGoogle Scholar
  5. EC6 (2005) Eurocode No. 6, Design of masonry structures – Part 1-1: General rules for reinforced and unreinforced masonry structures, EN-1996-1. European Committee for Standardization, BrusselsGoogle Scholar
  6. EC8 (2004) Eurocode No. 8, Design of structures for earthquake resistance – Part 1: General rules, seismic actions and rules for buildings, EN-1998-1. European Committee for Standardization, BrusselsGoogle Scholar
  7. EERI/IAEE. World Housing Encyclopedia. http://www.world-housing.net/
  8. FEMA-356 (2000) Prestandard and commentary for the seismic rehabilitation of buildings. FEMA, Washington, DCGoogle Scholar
  9. Gambarotta L, Lagomarsino S (1997) Damage models for the seismic response of brick masonry shear walls. Part II: The continuum model and its applications. Earthq Eng Struct Dyn 26:441–462CrossRefGoogle Scholar
  10. Hughes R, Nichols R, Paul T, Riding V (1990) The Augusta, Sicily earthquake of 13 December 1990, a field report. EEFIT, Institution of Structural Engineers, LondonGoogle Scholar
  11. IAEE (2008) Regulations for seismic design: a world list. http://www.iaee.or.jp/worldlist.html
  12. ICOMOS. International Council on Monuments and Sites. http://www.icomos.org/en/
  13. ISCARSAH. The International Scientific Committee on the Analysis and Restoration of Structures of Architectural Heritage. http://iscarsah.icomos.org/
  14. Kingsley G (1994) The U.S.-TCCMAR full-scale five-story masonry research building test, Part 2, Report SSRP-94/02. University of California, San DiegoGoogle Scholar
  15. Lagomarsino S, Penna A, Galasco A, Cattari S (2013) TREMURI program: an equivalent frame model for the nonlinear seismic analysis of masonry buildings. Eng Struct 56:1787–1799CrossRefGoogle Scholar
  16. Magenes G, Calvi GM (1997) In-plane seismic response of brick masonry walls. Earthq Eng Struct Dyn 26(11):1091–1112CrossRefGoogle Scholar
  17. Magenes G, Morandi P, Penna A (2008) Test results on the behaviour of masonry under static cyclic in plane lateral loads. ESECMaSE project, report RS-01/08. Department of Structural Mechanics, University of Pavia, PaviaGoogle Scholar
  18. Moro L (coord. editor) (2007) Guidelines for evaluation and mitigation of seismic risk to cultural heritage. Gangemi Editore, RomeGoogle Scholar
  19. Rossetto T, Peiris N, Alarcon J, So E, Sargeant S, Libberton C, Verrucci E, Del Re D, Free M (2009) The L’Aquila (Italy) Earthquake of 6th April 2009, a field report. EEFIT, Institution of Structural Engineers, LondonGoogle Scholar
  20. Ruiz-Garcia J, Negrete M (2009) Drift-based fragility assessment of confined masonry walls in seismic zones. Eng Struct 31:170–181CrossRefGoogle Scholar
  21. Stafford Smith B, Carter C (1969) A method of analysis for infill frames. Proc Inst Civil Eng 44:31–48Google Scholar
  22. Stavridis A, Shing PB (2010) Finite element modelling of nonlinear behaviour of masonry-infilled RC frames. J Struct Eng 136(3):285–296CrossRefGoogle Scholar
  23. UNIDO (1983) Repair and strengthening of reinforced concrete, stone and brick masonry buildings. Building construction under seismic conditions in the Balkan region, vol 5. UNDP/UNIDO Project RER/79/015. United Nations Industrial Development Organization, ViennaGoogle Scholar
  24. Vintzileou E, Miltiadou-Fezans A (2008) Mechanical properties of three-leaf stone masonry grouted with ternary or hydraulic lime based grouts. Eng Struct 30(8):2265–2276CrossRefGoogle Scholar
  25. Vintzileou E, Zagkotsis A, Repapis C, Zeris C (2007) Seismic behaviour of the historical structural system of the Island of Lefkada, Greece. Construct Build Mater 21(1):225–236CrossRefGoogle Scholar

Copyright information

© Springer-Verlag Berlin Heidelberg 2015

Authors and Affiliations

  1. 1.Department of Structural Engineering, Faculty of Civil EngineeringNational Technical University of AthensAthensGreece