415
Views
13
CrossRef citations to date
0
Altmetric
Original Articles

Study of the Seismic Behavior of the “Old Municipal Chambers” Building in Christchurch, New Zealand

, , , &
Pages 350-377 | Received 08 May 2012, Accepted 29 Sep 2012, Published online: 13 Mar 2013

References

  • Anthoine , A. , Magenes , G. and Magonette , G. 1995 . “ Shear-compression testing and analysis of brick masonry walls ” . In Proc. of the 10th European Conference on Earthquake Engineering 1657 – 1662 . Vienna
  • ATC . 2005 . Improvements of Nonlinear Static Seismic Analysis Procedures, FEMA 440 , Washington : American Technical Council .
  • Bradley , B. 2011 . “Ground motions observed at recording stations in the 13th June events (1:01pm and 2:20pm),” Preliminary Summary Report , Canterbury : Bradley Seismic Ltd .
  • Capper, P. [2008]. “Oxford Terrace, Christchurch, New Zealand, 13 June 2008.” Retrieved from http://en.wikipedia.org/wiki/File:OxfordTerraceChristchurch13June2008.jpg (http://en.wikipedia.org/wiki/File:OxfordTerraceChristchurch13June2008.jpg)
  • Calderini , C. and Lagomarsino , S. 2008 . A continuum model for in-plane anisotropic inelastic behavior of masonry . ASCE Journal of Structural Engineering , 134 ( 2 ) : 209 – 220 .
  • CEN . 2004 . Eurocode 8, Design of Structures for Earthquake Resistance – Part 1: General Rules, Seismic Actions and Rules for Buildings, EN 1998-1:2004 , Brussels : European Committee for Normalization .
  • Christchurch City Libraries . 1921 . The Imperial Album of New Zealand Scenery , 229 CCL PhotoCD 12, IMG0032 . ca
  • Cutts, R. [2007]. “Former Council Chamber, Christchurch, NZ.” Retrieved from http://commons.wikimedia.org/wiki/File:Former_Council_Chamber,_Christchurch,_NZ.jpg (http://commons.wikimedia.org/wiki/File:Former_Council_Chamber,_Christchurch,_NZ.jpg)
  • Fajfar , P. and Fischinger , M. 1988 . “ N2 – a method for nonlinear seismic analysis of regular buildings ” . In Proc. of the 9th World Conference on Earthquake Engineering Vol. 5 , 111 – 116 . Tokyo-Kyoto
  • Fusco , E. , Penna , A. , Prota , A. , Galasco , A. and Manfredi , G. 2008 . “ Seismic assessment of historical natural stone masonry buildings through non-linear analysis ” . In Proc. of the 14th World Conference on Earthquake Engineering , Beijing : CD-ROM .
  • Galasco , A. , Lagomarsino , S. , Penna , A. and Resemini , S. 2004 . “ Non-linear analysis of masonry structures ” . In Proc. of the 13th World Conference on Earthquake Engineering Vancouver Paper No. 843
  • Galasco , A. , Lagomarsino , S. , Penna , A. and Cattari , S. 2009 . TreMuri Program: Seismic Analyser of 3D Masonry Buildings, Version 1.7.34 , User Guide, University of Genoa .
  • Gambarotta , L. and Lagomarsino , S. 1996 . “ On the dynamic response of masonry panels ” . In Proc. of the Italian Conference “La meccanica delle murature tra teoria e progetto,” Edited by: Gambarotta , L. 451 – 462 . Messina Italian
  • Lignola , G. P. and Cosenza , E. 2009 . “ Historical interventions on the Treasure of St. Gennaro's Chapel in Naples, Italy: Numerical analyses and damage assessment ” . In Proc. of the International Conference PROHITECH 09 on Protection of Historical Buildings 161 – 167 . Rome
  • Lourenço , P. B. 2000 . Anisotropic softening model for masonry plates and shells . ASCE Journal of Structural Engineering , 126 ( 9 ) : 1008 – 1016 .
  • Lourenço , P. B. , Krakowiak , K. J. , Fernandes , F. M. and Ramos , L. F. 2007 . Failure analysis of Monastery of Jerónimos, Lisbon: How to learn from sophisticated numerical models . Engineering Failure Analysis , 14 ( 2 ) : 280 – 300 .
  • Lourenço , P. B. and Roque , J. A. 2006 . Simplified indexes for the seismic vulnerability of ancient masonry buildings . Construction and Building Materials , 20 ( 4 ) : 200 – 208 .
  • Lourenço , P. B. 2009 . “ Recent advances in masonry structures: Micromodelling and homogenization ” . In Multiscale Modeling in Solid Mechanics: Computational Approaches , Edited by: Galvanetto , U. and Ferri Aliabadi , M. H. 251 – 294 . London : Imperial College Press .
  • Lourenço , P. B. , Mendes , N. , Ramos , L. F. and Oliveira , D. V. 2011 . Analysis of masonry structures without box behavior . International Journal of Architectural Heritage , 5 ( 4–5 ) : 369 – 382 .
  • Lumantarna, R. [2012] “Material characterisation of New Zealand's clay brick unreinforced masonry buildings,” Ph.D. thesis, The University of Auckland, New Zealand, available from https://researchspace.auckland.ac.nz/handle/2292/18879 (http://https://researchspace.auckland.ac.nz/handle/2292/18879)
  • Mann , W. and Müller , H. 1982 . “ Failure of shear-stressed masonry – An enlarged theory, tests and application to shear walls ” . In Proc. of the British Ceramic Society Vol. 30 , 223 – 235 . Stoke-on-Trent
  • Marques , R. and Lourenço , P. B. 2011 . Possibilities and comparison of structural component models for the seismic assessment of modern unreinforced masonry buildings . Computers and Structures , 89 ( 21–22 ) : 2079 – 2091 .
  • Milani , G. , Lourenço , P. B. and Tralli , A. 2007 . 3D homogenized limit analysis of masonry buildings under horizontal loads . Engineering Structures , 29 ( 11 ) : 3134 – 3148 .
  • NTC . 2008 . Norme Tecniche per le Costruzioni (Technical Standards for Buildings) , Ministero Infrastrutture e Trasporti, Rome in Italian .
  • NZS . 2004 . Structural Design Actions – Part 5: Earthquake Actions – New Zealand, NZS 1170.5 , Wellington : Standards New Zealand .
  • Peña , F. , Prieto , F. , Lourenço , P. B. , Campos Costa , A. and Lemos , J. V. 2007 . On the dynamics of rocking motion of single rigid–block structures . Earthquake Engineering and Structural Dynamics , 36 ( 15 ) : 2383 – 2399 .
  • Ramos , L. F. and Lourenço , P. B. 2004 . Advanced numerical analysis of historical centers: A case study in Lisbon . Engineering Structures , 26 ( 9 ) : 1295 – 1310 .
  • Rots , J. G. 1988 . “Computational modeling of concrete fracture,” Ph.D. thesis , The Netherlands : Delft University of Technology .
  • Russell , A. P. , Mahmood , H. and Ingham , J. M. 2007 . “ Assessment of the material properties of New Zealand's unreinforced masonry building stock ” . In Proc. of the 3rd International Conference on Structural Engineering, Mechanics and Computation , Edited by: Zingoni , A. 1623 – 1628 . Cape Town , , South Africa : Millpress, The Netherlands .
  • Russell , A. P. and Ingham , J. M. 2010 . Prevalence of New Zealand's unreinforced masonry buildings . Bulletin of the New Zealand Society for Earthquake Engineering , 43 ( 3 ) : 182 – 200 .
  • Selby , R. G. and Vecchio , F. J. 1993 . “Three-dimensional constitutive relations for reinforced concrete,” , Canada : Dept. of Civil Eng., Univ. of Toronto . Technical Report 93-02
  • S.T.A. DATA [2010] 3Muri, “Software per muratura,” Version 4.0.3, User Manual, S.T.A. DATA S.r.l., Turin, URL http://www.stadata.com (http://www.stadata.com)
  • TNO . 2009 . DIANA, DIsplacement method ANAlyser, Release 9.4, User's Manual , The Netherlands : TNO DIANA BV .
  • Tomaževič , M. 1978 . “The computer program POR,” , Ljubljana : Report ZRMK . Slovenian
  • Tomaževič , M. 2007 . Damage as a measure for earthquake-resistant design of masonry structures: Slovenian experience . Canadian Journal of Civil Engineering , 34 : 1403 – 1412 .
  • Turnšek , V. and Čačovič , F. 1970 . “ Some experimental results on the strength of brick masonry walls ” . In Proc. of the 2nd International Brick Masonry Conference , 149 – 156 . Stoke-on-Trent .
  • van der Pluijm , R. 1999 . “Out of plane bending of masonry: Behaviour and strength,” Ph.D. thesis , The Netherlands : Eindhoven University of Technology .
  • Walters , A. and Parker , W. 2011 . “Post-earthquake structural shoring: Old Municipal Chambers, Christchurch,” Report Issue 3 , Opus International Consultants Limited, Christchurch Office .

Reprints and Corporate Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

To request a reprint or corporate permissions for this article, please click on the relevant link below:

Academic Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

Obtain permissions instantly via Rightslink by clicking on the button below:

If you are unable to obtain permissions via Rightslink, please complete and submit this Permissions form. For more information, please visit our Permissions help page.