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Australian Journal of Civil Engineering Volume 15, 2017 - Issue 2
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Original Articles

Case studies of material properties of late nineteenth-century unreinforced masonry buildings in Adelaide

H. DerakhshanSchool of Civil, Environmental, and Mining Engineering, University of Adelaide, Adelaide, Australia;Australian Bushfire and Natural Hazards CRC, Adelaide, AustraliaCorrespondence[email protected]
,
Phillip VisintinSchool of Civil, Environmental, and Mining Engineering, University of Adelaide, Adelaide, Australia
&
M. C. GriffithSchool of Civil, Environmental, and Mining Engineering, University of Adelaide, Adelaide, Australia
Pages 109-116 | Received 31 Aug 2017, Accepted 01 Nov 2017, Published online: 10 Nov 2017

References

  • AS (Australian Standards). 2011. Australian Standards for Masonry Structures, AS 3700. Sydney: Standards Australia International.
  • ASTM (American Society for Testing and Materials). 2008. Standard Test Method for Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or [50-mm] Cube Specimens, C109/C109 M-08. West Conshohocken, PA: ASTM International.
  • ASTM (American Society for Testing and Materials). 2014. Standard Test Methods for Sampling and Testing Brick and Structural Clay Tile, C67–14. West Conshohocken, PA: ASTM International.
  • CSA (Canadian Standards Association). 2004. Design of Masonry Structures, S304.1. Mississauga: Canadian Standards Association.
  • CEN (Comité Européen de Normalisation). 2005. Eurocode 6: Design of Masonry Structures - Part 1-1: General Rules for Reinforced and Unreinforced Masonry Structures. EN1996-1-1:2005. Brussels: European Committee for Standardization.
  • Derakhshan, H., D. Dizhur, M. C. Griffith, and J. M. Ingham. 2014. “In Situ out-of-plane Testing of as-built and Retrofitted Unreinforced Masonry Walls.” ASCE Journal of Structural Engineering 140 (6): 04014022.10.1061/(ASCE)ST.1943-541X.0000960
  • Derakhshan, H., W. Lucas, and M. C. Griffith. 2017. “In-situ Seismic Verification of Non-structural Components of Unreinforced Masonry Buildings.” Australian Journal of Structural Engineering 1–15. doi:10.1080/13287982.2017.1370963.
  • FEMA (Federal Emergency Management Agency). 1999. Evaluation of Earthquake Damaged Concrete and Masonry Wall Buildings, Basic Procedures Manual, FEMA 306. Redwood City, CA: Applied Technology Council.
  • Gumaste, K. S., K. S. Nanjunda Rao, B. V. Venkatarama Reddy, and K. S. Jagadish. 2007. “Strength and Elasticity of Brick Masonry Prisms and Wallettes under Compression.” Materials and Structures 40 (2): 241–253.10.1617/s11527-006-9141-9
  • Kaushik, H. B., D. C. Rai, and S. K. Jain. 2007. “Stress-strain Characteristics of Clay Brick Masonry under Uniaxial Compression.” Journal of Materials in Civil Engineering 19 (9): 728–739. doi:10.1061/(ASCE)0899-1561(2007)19:9(728).
  • Lumantarna, R., D. Biggs, and J. Ingham. 2014a. “Uniaxial Compressive Srength and Stiffness of Field-extracted and Laboratory-constructed Masonry Prisms.” Journal of Materials in Civil Engineering 26 (4): 567–575.10.1061/(ASCE)MT.1943-5533.0000731
  • Lumantarna, R., D. Biggs, and J. Ingham. 2014b. “Compressive, Flexural Bond, and Shear Bond Strengths of in situ New Zealand Unreinforced Clay Brick Masonry Constructed Using Lime Mortar between the 1880s and 1940s.” Journal of Materials in Civil Engineering 26 (4): 559–566.10.1061/(ASCE)MT.1943-5533.0000685
  • Walsh, K. Q., D. Y. Dizhur, J. Shafaei, H. Derakhshan, and J. Ingham. 2015. “In situ out-of-Plane Testing of Unreinforced Masonry Cavity Walls in as-built and Improved Conditions.” Structures 3: 187–199.10.1016/j.istruc.2015.04.005

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