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Date: 2011
Language: eng
Resource Type: journal article
Identifier: http://hdl.handle.net/1959.13/1062645
Description: The paper develops a methodology for assessing the reliability of unreinforced masonry walls in vertical bending and for calibrating the capacity reduction factor or partial safety factor for bending.... More
Reviewed: Reviewed
Date: 2009
Resource Type: journal article
Identifier: uon:7188
Description: The paper examines the reliability of masonry walls designed for compression in accordance with AS3700. The results of a large number of tests on full-scale masonry walls in compression have been used... More
Reviewed: Reviewed
Date: 2008
Language: eng
Resource Type: conference paper
Identifier: http://hdl.handle.net/1959.13/45002
Description: Mortar durability in temperate climates is related to the surface hardness of the mortar joint. The Australian Masonry Structures standard AS 3700 contains a test method known as the scratch index tes... More
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Reviewed: Reviewed
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Date: 2008
Language: eng
Resource Type: journal article
Identifier: http://hdl.handle.net/1959.13/43195
Description: This paper examines the earthquake resistance of unreinforced masonry residential structures up to 15m in height, with a view to identifying the critical actions under a range of conditions. The study... More
Reviewed: Reviewed
Date: 2008
Language: eng
Resource Type: journal article
Identifier: http://hdl.handle.net/1959.13/43196
Description: The paper presents the results of two investigations into flexural tensile bond strength of masonry using a wide range of materials. The materials include clay, concrete and calcium silicate bricks; g... More
Reviewed: Reviewed
Date: 2008
Language: eng
Resource Type: conference paper
Identifier: http://hdl.handle.net/1959.13/45001
Description: The Australian Masonry Structures Standard AS 3700 provides for fully engineered masonry in structures and is written in performance terms, starting with the highest-level performance statement. Altho... More
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Reviewed: Reviewed
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Date: 2005
Language: eng
Resource Type: conference paper
Identifier: http://hdl.handle.net/1959.13/32353
Description: Masonry is inherently strong under compressive stresses and relatively weak under tensile stresses. Compressive strengths of the composite range up to 15 MPa or more, while tensile strengths are typic... More
Reviewed: Reviewed
Date: 2001
Resource Type: conference paper
Identifier: uon:2565
Description: Air entraining agents are widely used in Australia to impart plasticity to the fresh mortar. the entrainment of a large quantity of air into the mortar affects the hardened mortar properties, in parti... More
Full Text: Full Text
Reviewed: Reviewed
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