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Seismic Design of Masonry Buildings Some Gaps in Structural Eurocodes and their Correction by Codes CR 6 -2013 and P 100-1/2013 Cover

Seismic Design of Masonry Buildings Some Gaps in Structural Eurocodes and their Correction by Codes CR 6 -2013 and P 100-1/2013

By: Radu Petrovici  
Open Access
|May 2016

References

  1. [1] ESECMaSE (2002 ÷ 2006) - Enhanced Safety and Efficient Construction of Masonry Structures in Europe Technical Reports
  2. [2] Ministero dei Lavori Pubblici (2009) Norme Tecniche per le Costruzioni - NTC 2009, Italy
  3. [3] Pluijm, Rob van der (2010), Progress Report from Chairman of CEN/TC 250/SC 6 for the Period up to May 2010 (CEN / TC 250/SC6)
  4. [4] Petrovici, R. Design of Masonry Wall Buildings. Requirements of Codes CR 6 -2013 and P 100-1/2013(I) (in Romanian) AICPS Review nr.4/2012
  5. [5] Ghiocel, D. and al (1985): Civil Building Works (in Romanian), Bucharest: Didactic and Pedagogical Press
  6. [6] Federal Emergency Management Agency (1998) FEMA 306. Evaluation of Earthquake Damaged Concrete and Masonry Wall Buildings. Basic Procedures Manual. Washington DC
  7. [7] Petrovici, R.(2009) Review of the design code CR 6-2006 for masonry buildings (in Romanian) - 4th National Conference on Earthquake Engineering, 18 dec.2009 Tome II (pp.379-386) Bucharest: Conspress Publisher
  8. [8] Petrovici, R.(2015) The design of masonry buildings using European standards adopted in Romania Volume III Reinforced masonry building design (in Romanian). Bucharest: University “I.Mincu” Publisher
  9. [9] Tomazevič, M. (2006), Earthquake Resistant Design of Masonry Buildings, London: Imperial College Press
  10. [10] Zarnic, R., Tomaževič, M (1985) Study of the behaviour of masonry infilled reinforced concrete frames subjected to seismic loading Proc 7th Int.Brick-Masonry Conference vol.2, (pp.1315-1325) Melbourne: Brick Development Research Institute,
  11. [11] Bourzat, A., Goto, T., Miyajima, M.,(2008) Shear Capacity Confined Masonry Walls prediction of Lateral Subjected to Cyclic Loading, Doboku Gakkai Ronbunshuu A No.4,692-704 Vol.64
  12. [12] Priestley, M.J.N. and Bridgeman, D.O (1974).: Seismic resistance of brick masonry walls, Bull. of the New Zealand Nat. Soc. for Earthquake Engrg. 7 (4) pp. 167-187. 6,
  13. [13] SR EN 1996-1-1: 2006 Design of masonry structures
  14. [14] SR EN 1998-1: 2004 Design of structures for earthquake resistance.
  15. [15] CR 6-2013 Code for Design of Masonry Structures.
  16. [15a] CR 6-2006 Code for Design of Masonry Structures.
  17. [16] P 100-1/2013 Code for Seismic Design - Part I- Design provisions for buildings
  18. [16a] P 100-1/2006 Code for Seismic Design - Part I- Design provisions for buildings
  19. [17] NE 036-2014 Code of Practice for the execution and supervising the execution of masonry works
Language: English
Page range: 36 - 46
Published on: May 9, 2016
Published by: Technical University of Civil Engineering of Bucharest
In partnership with: Paradigm Publishing Services
Publication frequency: 4 issues per year

© 2016 Radu Petrovici, published by Technical University of Civil Engineering of Bucharest
This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 3.0 License.