Littérature scientifique sur le sujet « Concrete construction Standards Australia »
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Articles de revues sur le sujet "Concrete construction Standards Australia"
Rossi, Laura, Luiz Miranda de Lima, Yubo Sun, Frank Dehn, John Provis, Guang Ye et Geert De Schutter. « Future perspectives for alkali-activated materials : from existing standards to structural applications ». RILEM Technical Letters 7 (12 janvier 2023) : 159–77. http://dx.doi.org/10.21809/rilemtechlett.2022.160.
Texte intégralElbasha, Nuri Mohamed. « LIGHTER HIGH STRENGTH CONCRETE BEAM ». Scientific Journal of Applied Sciences of Sabratha University 2, no 2 (27 septembre 2019) : 17–26. http://dx.doi.org/10.47891/sabujas.v2i2.17-26.
Texte intégralGunasekara, Chamila, Charitha Seneviratne, David W. Law et Sujeeva Setunge. « Feasibility of Developing Sustainable Concrete Using Environmentally Friendly Coarse Aggregate ». Applied Sciences 10, no 15 (28 juillet 2020) : 5207. http://dx.doi.org/10.3390/app10155207.
Texte intégralShamsaei, Ezzatollah, Owen Bolt, Felipe Basquiroto de Souza, Emad Benhelal, Kwesi Sagoe-Crentsil et Jay Sanjayan. « Pathways to Commercialisation for Brown Coal Fly Ash-Based Geopolymer Concrete in Australia ». Sustainability 13, no 8 (14 avril 2021) : 4350. http://dx.doi.org/10.3390/su13084350.
Texte intégralAzman, Mohamed Nor Azhari, Mohd Sanusi S. Ahamad, Taksiah A.Majid et Mohd Hanizun Hanafi. « Status of Industrialized Building System Manufacturing Plant in Malaysia ». Journal of Civil Engineering, Science and Technology 2, no 2 (1 décembre 2011) : 8–16. http://dx.doi.org/10.33736/jcest.89.2011.
Texte intégralJohn, Keerthana, Mahmud Ashraf, Matthias Weiss et Riyadh Al-Ameri. « Experimental Investigation of Novel Corrugated Steel Deck under Construction Load for Composite Slim-Flooring ». Buildings 10, no 11 (18 novembre 2020) : 208. http://dx.doi.org/10.3390/buildings10110208.
Texte intégralFatahi, Behzad, et S. Hamid Reza Tabatabaiefar. « Effects of Soil Plasticity on Seismic Performance of Mid-Rise Building Frames Resting on Soft Soils ». Advances in Structural Engineering 17, no 10 (novembre 2014) : 1387–402. http://dx.doi.org/10.1260/1369-4332.17.10.1387.
Texte intégralWong, Koon Wan, et Vanissorn Vimonsatit. « Determination of Shear Capacity for Load Rating of Concrete Bridges to AS 5100.7-2017 ». Infrastructures 7, no 11 (17 novembre 2022) : 156. http://dx.doi.org/10.3390/infrastructures7110156.
Texte intégralGaurkar, Prachi P., et Amey Khedikar. « Comparison of Various Codes of Fire on Structural Design ». International Journal for Research in Applied Science and Engineering Technology 10, no 6 (30 juin 2022) : 490–504. http://dx.doi.org/10.22214/ijraset.2022.43781.
Texte intégralHedulian, S. I., O. A. Gara et S. V. Savchenko. « COMPARATIVE ANALYSIS OF THE USE OF EXPANSION AGENTS IN REPAIR SOLUTIONS OF DRY BUILDING MIXTURES FOR IMPROVING HARDENING CONDITIONS ». Modern construction and architecture, no 1 (29 septembre 2022) : 55–62. http://dx.doi.org/10.31650/2786-6696-2022-1-55-62.
Texte intégralThèses sur le sujet "Concrete construction Standards Australia"
Gravina, Rebecca Jane. « Non-linear overload behaviour and ductility of reinforced concrete flexural members containing 500MPa grade steel reinforcement ». Title page, contents and abstract only, 2002. http://web4.library.adelaide.edu.au/theses/09PH/09phg777.pdf.
Texte intégralKenyon, Jonn Mark. « Non-linear analysis of reinforced concrete plane frames / ». Title page, table of contents and abstract only, 1993. http://web4.library.adelaide.edu.au/theses/09PH/09phk368.pdf.
Texte intégralSamman, Tamim Abdulhadi. « Indeterminate reinforced concrete frames subjected to inelastic cyclic deformation ». Diss., The University of Arizona, 1987. http://hdl.handle.net/10150/184307.
Texte intégralMcLeod, Christina Helen. « Investigation into cracking in reinforced concrete water-retaining structures ». Thesis, Stellenbosch : Stellenbosch University, 2013. http://hdl.handle.net/10019.1/80207.
Texte intégralDurability and impermeability in a water-retaining structure are of prime importance if the structure is to fulfill its function over its design life. In addition, serviceability cracking tends to govern the design of water retaining structures. This research concentrates on load-induced cracking specifically that due to pure bending and to direct tension in South African reinforced concrete water retaining structures (WRS). As a South African design code for WRS does not exist at present, South African designers tend to use the British codes in the design of reinforced concrete water-retaining structures. However, with the release of the Eurocodes, the British codes have been withdrawn, creating the need for a South African code of practice for water-retaining structures. In updating the South African structural design codes, there is a move towards adopting the Eurocodes so that the South African design codes are compatible with their Eurocode counterparts. The Eurocode crack model to EN1992 (2004) was examined and compared to the corresponding British standard, BS8007 (1989). A reliability study was undertaken as the performance of the EN1992 crack model applied to South African conditions is not known. The issues of the influence of the crack width limit and model uncertainty were identified as being of importance in the reliability crack model.
Wallace, Gabrielle, et not supplied. « Microeconomic reform of the building and development process : the development and outcomes of building regulation reform in Australia 1990-2003 ». RMIT University. Social Science and Planning, 2006. http://adt.lib.rmit.edu.au/adt/public/adt-VIT20070205.123414.
Texte intégralBatmunkh, Narantuya. « Engineering characteristics of construction waste for Western Australian road and highway materials ». Thesis, Curtin University, 2011. http://hdl.handle.net/20.500.11937/1839.
Texte intégralEriksson, Malin. « Life Cycle Assessment of Civil Engineering Works : And Application of European Standards on the Mälar Project ». Thesis, KTH, Materialvetenskap, 2019. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-254779.
Texte intégralI detta examensarbete konstrueras ett ramverk för hur en livscykelanalys kan utförasinom väg- och vattenbyggnad. Det finns många olika riktlinjer för hur enlivscykelanalys kan utföras och i detta examensarbete utforskas en metod för projektinom väg- och vattenbyggnad. Arbetet följer strukturen ur EN 15804 sombeskriver hur man bedömer byggprodukter. Ett arbetsexemplar av en ny, möjligstandard på Europanivå för miljöbedömning av projekt inom väg- och vatten användsockså i processen. Det som bedöms via livscykelanalys i denna studie är deingående materialen, stål och betong, i hållväggarna som byggs längs med kanalenvid Södertälje Hamn. Detta är en del av ett större projekt, kallat Mälarprojektet.Livscyklerna för denna typ av projekt är oftast väldigt långa vilket skapar enosäkerhet i data då påverkan för senare delar av livscykeln behöver uppskattas.Problematiken som presenteras handlar mycket om hur modulerna för livscykelnska behandlas för denna typ av projekt.Exempeldata samlades in för de olika modulerna och presenterades i tabellersom täcker alla relevanta delar av livscykeln. Resultatet av exempeldatan visadeatt den mesta påverkan kom från produktstadiet. De slutsatser som dras är attinsamlingen av data bör vara en integrerad del av företagets arbetsmetod fören effektiv process, miljödeklarationer är en bra källa till data och standards påEuropanivå ger bra guidelinjer för hur en livscykelanalys kan utföras för liknandeprojekt.
Menchel, Kfir. « Progressive collapse : comparison of main standards, formulation and validation of new computational procedures ». Doctoral thesis, Universite Libre de Bruxelles, 2008. http://hdl.handle.net/2013/ULB-DIPOT:oai:dipot.ulb.ac.be:2013/210452.
Texte intégralAll parties involved with the subject of progressive collapse are currently attempting to bridge the gap between the work done on the research front on the one hand, what can be considered as a fitting numerical model for regular industrial use on the other, and finally, the normalisation committees. The present research work aims at providing insight as to how the gaps between these poles may be reduced. The approach consists in studying the various hypotheses one by one, and gradually adding complexities to the numerical model, if they prove to be warranted by the need for sufficient accuracy. One of the contributions of the present work stems from this approach, in that it provides insight regarding the validity of the various simplifying assumptions. It also leads to the development of procedures which are kept as simple as possible, in an attempt to design them as best as possible for regular industrial use.
The objective of simplifying assumptions validation is pursued in Chapter 2. This chapter consists of the text of a paper entitled “Comparison and study of different progressive collapse simulation techniques for RC structures”, in which the main simplifying assumptions of the progressive collapse guidelines are detailed and assessed. The DoD [1] and GSA [2] static linear and non-linear procedures are investigated, and compared to more complete approaches in order to assess their validity.
In the next two chapters, two new procedures for design against progressive collapse are developed. They are based on quasi-static computations, their main objective being to account accurately for dynamic inertial effects. The first of these chapters consists in the text of a paper entitled “A new pushover analysis procedure for structural progressive collapse based on a kinetic energy criterion”, in which energetic considerations allow for the development of a static equivalent pushover procedure. The second chapter consists of the text of a paper entitled “A new pushover analysis procedure for structural progressive collapse based on optimised load amplification factors”, which uses load amplification factors resulting from optimisation procedures in order to account for dynamic inertial effects. The contributions of these two papers lie in the fact that they offer an improved accuracy on the results, when compared with other procedure available in the literature, which follow the same general principles. The two proposed procedures are thoroughly validated by systematic comparisons with results obtained with the more costly dynamic non-linear computations.
Finally, an additional chapter focuses on the various approaches that can be adopted for the simulation of reinforced concrete beams and columns. Because a rather simple model for reinforced concrete is used in Chapter 2, the bulk of this chapter consists in the implementation of a more complex fibre-based non-linear beam element. Comparisons performed with this model provide insight to the limitations of the simpler model, which is based on the use of lumped plastic hinges, but show this simpler model to be valid for the purposes of the present work.
Doctorat en Sciences de l'ingénieur
info:eu-repo/semantics/nonPublished
Magalhães, Carlos Wagne Ferreira de Souza. « Análise comparativa do custo da estrutura de edifícios de concreto armado quando projetados pela NBR-6118:2003 e NBR-6118:1978 ». Universidade Católica de Pernambuco, 2006. http://www.unicap.br/tede//tde_busca/arquivo.php?codArquivo=34.
Texte intégralIn March of 2004 the new version of the Brazilian Code for design of concrete structures, the NBR 6118(2003), has replaced its predecessor the NBR 6118(1978). Amongst the new presented concepts, the greatest impact is related to the question of the durability of the concrete structures. The present work evaluates the influence of the new normative criteria, with emphasis to the analysis of costs, in the structural design of three buildings of reinforced concrete of varied heights. The influence in the costs of the structures is analyzed, when designed in the different exposure classes related environmental conditions II and III, of the value adopted for the compressive resistance fck, of the use of models I and II for the calculation of the reinforcement of shear of beams, of the influence of the design of them columns with the new criteria of the minimum moment of first local order and geometric imperfections. Finally, it has been compared the global costs of the structures of the three buildings when designed according to criteria of NBR-6118(1978) and NBR- 6118(2003). The results had mainly shown that, despite the increase in concrete volume in accordance with the NBR 6118 (2003), the amount of steel was reduced, in them columns, in relation the NBR 6118(1978). The difference in final costs of the structures was favorable to the NBR 6118(1978), but it can be considered relatively low, in comparison with the increasing quality and durability proportioned by the adoption the NBR 6118(2003)
Gravina, Rebecca Jane. « Non-linear overload behaviour and ductility of reinforced concrete flexural members containing 500MPa grade steel reinforcement / by Rebecca Jane Gravina ». Thesis, 2002. http://hdl.handle.net/2440/21791.
Texte intégralIncludes bibliographical references (leaves 192-199)
xxvii, 223 leaves : ill. ; 30 cm.
Investigates the overload behaviour and modes of collapse of reinforced concrete flexural members containing 500MPa grade reinforcing steel and evaluates the adequacy of current ductility requirements for design according to AS 3600 to ensure strength and safety.
Thesis (Ph.D.)--University of Adelaide, Dept. of Civil and Environmental Engineering, 2002
Livres sur le sujet "Concrete construction Standards Australia"
Loo, Yew-Chaye. Reinforced and prestressed concrete : Analysis and design with emphasis on application of AS3600-2009. Port Melbourne, Vic : Cambridge University Press, 2010.
Trouver le texte intégralVance, Mary A. Concrete construction standards. Monticello, Ill : Vance Bibliographies, 1985.
Trouver le texte intégralRanzi, Gianluca, dir. Time-dependent behaviour and design of composite steel-concrete structures. Zurich, Switzerland : International Association for Bridge and Structural Engineering (IABSE), 2021. http://dx.doi.org/10.2749/sed018.
Texte intégralAssociation, Canadian Standards. Precast concrete : Materials and construction. Rexdale, Ont : Canadian Standards Association, 1994.
Trouver le texte intégralAssociation, Canadian Standards. Concrete materials and methods of concrete construction : Methods of test for concrete. Rexdale, Ont : Canadian Standards Association, 1994.
Trouver le texte intégralDarvall, P. Le P. Reinforced and prestressed concrete. South Melbourne : Macmillan Australia, 1989.
Trouver le texte intégralAmerican Society for Testing and Materials. ASTM standards in ACI 318. Farmington Hills, MI : American Concrete Institute, 2002.
Trouver le texte intégralIreland, National Standards Authority of. Eurocode 2 : Design of concrete structures. Dublin : Eolas, 1992.
Trouver le texte intégralAmerican Society for Testing and Materials. ASTM standards in ACI 301 and 318. Farmington Hills, MI : American Concrete Institute, 1996.
Trouver le texte intégralAmerican Society for Testing and Materials. ASTM standards in ACI 301 and 318. Farmington Hills, MI : American Concrete Institute, 2000.
Trouver le texte intégralChapitres de livres sur le sujet "Concrete construction Standards Australia"
Tam, Vivian W. Y., Khoa N. Le et Cuong N. N. Tran. « Optimizing Life-Cycle Carbon Emissions for Achieving Concrete Credits in Australia ». Dans Proceedings of the 21st International Symposium on Advancement of Construction Management and Real Estate, 1077–87. Singapore : Springer Singapore, 2017. http://dx.doi.org/10.1007/978-981-10-6190-5_95.
Texte intégralStidwell, Samuel, et Eric L. Kreiger. « Determination of Mechanical Properties of Additively Constructed Concrete Based on Specimen Orientation ». Dans Standards Development for Cement and Concrete for Use in Additive Construction, 55–74. 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959 : ASTM International, 2021. http://dx.doi.org/10.1520/stp163620200091.
Texte intégralDiggs-McGee, Brandy N., et Eric L. Kreiger. « Using Isolated Temporal Analysis to Aid in the Assessment of Structural Element Quality for Additive Construction ». Dans Standards Development for Cement and Concrete for Use in Additive Construction, 117–43. 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959 : ASTM International, 2021. http://dx.doi.org/10.1520/stp163620200105.
Texte intégralKilic, Ugur, Yang Yang, Ji Ma et Osman E. Ozbulut. « Rheological and Thermal Characterization of 3D Printable Lightweight Cementitious Composites with Fly Ash Cenospheres ». Dans Standards Development for Cement and Concrete for Use in Additive Construction, 75–98. 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959 : ASTM International, 2021. http://dx.doi.org/10.1520/stp163620200087.
Texte intégralNair, Sooraj A. O., Anling Li, Barzin Mobasher et Narayanan Neithalath. « Effect of Layer Height on Tensile Stress Distribution and Crack Width-and-Propagation in 3D Printed Fiber-Reinforced Flexural Elements ». Dans Standards Development for Cement and Concrete for Use in Additive Construction, 13–26. 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959 : ASTM International, 2021. http://dx.doi.org/10.1520/stp163620200114.
Texte intégralVerian, Kho P., Jarron Ashcroft, Jim Ziemlaski, Tim Brodesser, Jonathan Ladouceur, Matthew D. Carli, Randall P. Bright et Eerik Maandi. « The Assessment of the Buildability and Interlayer Adhesion Strength of 3D-Printed Mortar ». Dans Standards Development for Cement and Concrete for Use in Additive Construction, 99–116. 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959 : ASTM International, 2021. http://dx.doi.org/10.1520/stp163620200085.
Texte intégralPierson, Matthew C., et Luke R. Pinkerton. « Direct Tension Testing of Plain and Fiber Reinforced Concrete for Use in Additive Construction ». Dans Standards Development for Cement and Concrete for Use in Additive Construction, 35–54. 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959 : ASTM International, 2021. http://dx.doi.org/10.1520/stp163620200086.
Texte intégralWeger, Daniel, Thorsten Stengel, Christoph Gehlen, Yannick Maciejewski et Fabian Meyer-Brötz. « Approval for the Construction of the First 3D Printed Detached House in Germany—Significance of Large Scale Element Testing ». Dans Standards Development for Cement and Concrete for Use in Additive Construction, 144–69. 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959 : ASTM International, 2021. http://dx.doi.org/10.1520/stp163620200119.
Texte intégralKompella, Sriram K., Francesco Lo Monte, Marco Cucchi, Andrea Marcucci, Andrea Bassani, Stefano Guanziroli et Liberato Ferrara. « A Methodology to Assess Early Age Fracture Performance of 3D Printable Cementitious Mixes ». Dans Standards Development for Cement and Concrete for Use in Additive Construction, 27–34. 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959 : ASTM International, 2021. http://dx.doi.org/10.1520/stp163620200093.
Texte intégralMoini, Reza, Jan Olek, Pablo D. Zavattieri et Jeffrey P. Youngblood. « Open-Span Printing Method for Assessment of Early-Age Deformations of Additively Manufactured Cement-Based Materials Using an Isosceles Triangle ». Dans Standards Development for Cement and Concrete for Use in Additive Construction, 1–12. 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959 : ASTM International, 2021. http://dx.doi.org/10.1520/stp163620200089.
Texte intégralActes de conférences sur le sujet "Concrete construction Standards Australia"
Solis-Navarro, Carlos, et Anna-Carin Brink. « Widening jointed reinforced concrete pavements on the Easing Sydney’s Congestion Program ». Dans 12th International Conference on Concrete Pavements. International Society for Concrete Pavements, 2021. http://dx.doi.org/10.33593/y0qxjehe.
Texte intégralUy, Brian. « Applications, behaviour and construction of high performance steels in steel-concrete composite structures ». Dans 12th international conference on ‘Advances in Steel-Concrete Composite Structures’ - ASCCS 2018. Valencia : Universitat Politècnica València, 2018. http://dx.doi.org/10.4995/asccs2018.2018.8375.
Texte intégralStark, Jan W. B. « European Standards for Composite Construction ». Dans Composite Construction in Steel and Concrete IV Conference 2000. Reston, VA : American Society of Civil Engineers, 2002. http://dx.doi.org/10.1061/40616(281)72.
Texte intégralHill, A. B., et B. F. Ronalds. « Optimised Float-out of Concrete Offshore Platforms Towards Increasing Construction Potential in Australia ». Dans SPE Asia Pacific Oil and Gas Conference and Exhibition. Society of Petroleum Engineers, 1998. http://dx.doi.org/10.2118/50144-ms.
Texte intégralHodgkinson, John. « Industry Training for Concrete Paving Crews in Australia (2006-2020) : The “Grey Card” Course ». Dans 12th International Conference on Concrete Pavements. International Society for Concrete Pavements, 2021. http://dx.doi.org/10.33593/zi0gjbke.
Texte intégral« "Seventy-Year History of Wire-Wrapped Prestressed Concrete Tanks : Practice, Performance And Professional Standards" ». Dans SP-285 : Concrete Construction and Structural Evaluation : A Symposium Honoring Dov Kaminetzky. American Concrete Institute, 2012. http://dx.doi.org/10.14359/51683936.
Texte intégralMoss, Justin, et Nicole Liang. « A Contemporary Comparison of Life Cycle Evaluations of Road Pavements in Australia-Asphaltic Concrete vs Portland Cement Concrete ». Dans 12th International Conference on Concrete Pavements. International Society for Concrete Pavements, 2021. http://dx.doi.org/10.33593/qyk86wg1.
Texte intégralMarfella, Giorgio. « Seeds of Concrete Progress : Grain Elevators and Technology Transfer between America and Australia ». Dans The 38th Annual Conference of the Society of Architectural Historians Australia and New Zealand. online : SAHANZ, 2022. http://dx.doi.org/10.55939/a4000pi5hk.
Texte intégralПулатова, Д. « MAIN CHARACTERISTICS OF CELLULAR CONCRETE ». Dans Status and development trends of standardization and technical regulation in the world. Tashkent state technical university, 2022. http://dx.doi.org/10.51346/tstu-conf.22.1-77-0008.
Texte intégralMcManus, Adam, Daniel Tofful et Rafal Wozniak. « Design of segmental box girder bridges with match cast dry joints in Melbourne, Australia ». Dans IABSE Congress, Christchurch 2021 : Resilient technologies for sustainable infrastructure. Zurich, Switzerland : International Association for Bridge and Structural Engineering (IABSE), 2021. http://dx.doi.org/10.2749/christchurch.2021.0269.
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