Safety Assessment Method for Prefabricated Timber Roof Truss
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https://doi.org/10.14419/ijet.v8i1.12.28849 -
key and sensitive elements, Safety Assessment Method, truss structure's robustness, progressive collapse, prefabricated timber roof truss. -
Abstract
Safety Assessment Method (SAM) is the mechanism used to evaluate the robustness of a structure under the event of local failure such that a progressive collapse may occurs. In this method, the sensitive and key elements are identified to ascertain the structural members that are sensitive to failure and the members that are prime to prevent the subsequent failure of the structure. The sensitive element indicates the first element to induce further progressive failure of the structure while the key element signifies the prime member of the truss that can withstand the progressive load after which a member fail. In this study, a linear static analysis of a truss structure is conducted and the sensitive and key elements are identified. Internal member forces of the truss from seven (7) cases of member failure are computed to determine the robustness of the structure. Subsequently the key and sensitive elements were computed from the result of internal member forces. A prefabricated timber roof truss of Howe configuration was used in the data analysis. The truss resistance and robustness to avoid the progressive collapse are evaluated. Results show that member 2 of the bottom chord is the major key element and member 6 of the bottom chord is the most sensitive element. However, majority of the truss members are of equally importance in the key element and sensitivity index since there is no significant differences are detected.
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References
[1] X. Jiang, D. Ph, and Y. Chen, “Progressive Collapse Analysis and Safety Assessment Method for Steel Truss Roof,†no. June, pp. 230–240, 2012.
[2] Y. Yu, G. H. Paulino, M. Asce, and Y. Luo, “Finite Particle Method for Progressive Failure Simulation of Truss Structures,†no. October, pp. 1168–1181, 2011.
[3] G. E. Blandford, “Review of Progressive Failure Analyses for Truss Structures,†no. 1981, pp. 122–129, 1997.
[4] N. Federal, O. Buildings, and M. M. Projects, “Progressive Collapse Analysis and Design Guidelines,†no. June, 2003.
[5] U.S. General Services Administration (GSA). (2003). Progressive collapse analysis and design guidelines for new federal office buildings and major modernization projects, Washington, DC.
[6] A. For, P. Release, and D. Unlimited, “UNIFIED FACILITIES CRITERIA ( UFC ) DoD BUILDING CODE ( GENERAL BUILDING REQUIREMENTS ),†no. June 2016, 2018.
[7] S. W. Kirkpatrick, R. Macneill, M. View, J. L. Smith, K. Herrle, and M. Erekson, “Methodologies for Progressive Collapse Analysis,†pp. 1126–1135, 2009.
[8] A. Society, “ASCE 7-05 Minimum Design Loads for buildings and other Structures.â€
[9] Her Majesty’s Stationery Office (HMSO). (2004). The building regulations 2000: Approved document A-Structure, Norwich, U.K.
[10] Japanese Society of Steel Construction (JSSC) and Council on Tall Buildings and Urban Habitat (CTBUH). (2005). Guidelines for collapse control design-construction of steel buildings with high redundancy.†Japanese Iron and Steel Foundation (JISF), Tokyo, Japan.
[11] Pandey, P. C., and Barai, S. V. (1997). “Structural sensitivity as a measure of redundancy.†J. Struct. Eng., 123(3), 360–364.
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How to Cite
Salleh Baharudin, K., Bin Ayob, M., Mohammed Ali Al-Shami, A., Ahmad, R., & Ahmad, Z. (2019). Safety Assessment Method for Prefabricated Timber Roof Truss. International Journal of Engineering & Technology, 8(1.12), 68-74. https://doi.org/10.14419/ijet.v8i1.12.28849Received date: 2019-04-14
Accepted date: 2019-04-14