Aees.org.au

Newcastle, NSW Non-structural elements: structural …

WebAustralian Earthquake Engineering Society 2019 Conference, Nov 29 – Dec 1, Newcastle, NSW

Actived: 9 days ago

URL: https://aees.org.au/wp-content/uploads/2019/12/68-Jordan-Bartlett.pdf

Seismic Performance Expectations for Australian Unreinforced …

WebThe used software is capable of modelling in-plane loaded URM wall damage under earthquake loading. An approach proposed in Nakamura et al. (2017) was used to study …

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Critical Infrastructure and Earthquakes: Understanding the

WebDavid Brunsdon is the Immediate Past President of the New Zealand Society for Earthquake Engineering, and is the National Lifelines Co-ordinator. He is Director, Risk & Emergency …

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Structural Health Monitoring – Australian Earthquake Engineering …

WebHere is an interesting article from Queensland University of Technology about a structural health monitoring system embedded in one of its buildings. Buildings are …

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ASSESSING THE EARTHQUAKE RISK TO AUSTRALIAN CITIES: …

Webexposure to earthquake. Overall earthquake risk ranking was then calculated through an intersection of these two rankings. The ten suburbs most at risk to earthquake have …

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Floor vibrations due to human excitation

WebThe basic concept of the “equivalent area method” is to equate the area under the measured transfer function trace. The reason behind the use of this concept is by conducting such …

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Living Laboratory Project at Curtin University for Building

WebLiving Laboratory Project at Curtin University for Building Structural Condition Monitoring. John Curtin Distinguished Professor, Centre for Infrastructure Monitoring and Protection, …

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Evaluation of footfall induced vibration in building floor

WebFloor classification as per this guideline can be seen in Figure 1(b) by which classes A, B, C and D are suitable for general office floors, implying an acceptable velocity of up to 3.2 …

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2005-10 Wesson AEES

Web1. INTRODUCTION Structural health monitoring (SHM) is the practise of monitoring a structure over its lifetime to detect changes in its structural properties that may indicate a …

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Seismic monitoring of CSG regions in NSW

WebThis software takes into account all the metadata from stations including the noise models from each individual station. An improvement in detectability is shown to be 0.86, an …

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Review of In-service Assessment of Timber Poles

WebINSPECTION AND IN-SERVICE ASSESSMENT Inspection of timber poles ensures the structural stability of the poles throughout their design life. Periodical inspections of poles …

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Structural condition assessment from recorded earthquake

Web77. Structural condition assessment from recorded earthquake response data. Wirtu L. Bayissa1, Nicholas Haritos1and Sven Thelandersson2. 1The University of Melbourne. …

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Post-Earthquake Assessment and Repairability of RC Buildings …

Web4 much higher than the Damage Ratio provided from the Level 2 rapid assessment forms, in part because of the approximate nature of such assessments and uncertainties in the …

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The Cost of Historic Earthquakes Today – Economic Analysis

WebThe Cost of Historic Earthquakes Today – Economic Analysis since 1900 through the use of CATDAT. 1General Sir John Monash Scholar, The General Sir John Monash …

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Earthquake Scenario-based Assessment for Empirical Seismic …

WebAustralian Earthquake Engineering Society 2016 Conference, Nov 25-27, Melbourne, Vic walls. On the other hand, approximately 26% were made up of bamboo, cogon or nipa

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2020 – Australian Earthquake Engineering Society

WebDent, Vic. Additions to the list of cluster centres in southwest Western Australia seismicity from 2017 to 2020. Dent, Vic. Collins, CDN. The extent of the epicentral zone for events …

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The 2012 Australian Seismic Hazard Map

WebAttenuation relations from McEwin et al. (1976) were based on peak ground acceleration, peak ground velocity and intensity, while those of McCue (1973, 1975, 1979) used peak …

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The 2010 Chile Earthquake: a five-year reflection

Web2 was located at 35.91°S – 72.73°W and 35 km deep. In this region, the Nazca plate and South American continental plate converge at a rate of about 68 mm/year.

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28. Grace Wantepe, Nicholas Lambrache, Mirzi Betasolo

WebStructural Monitoring of Bumbu and Butibam Bridges of Lae City, Papua New Guinea. 1Grace Wantepe and 2Mirzi L Betasolo*, 3Nicholas Lambrache. Department of Civil …

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