Literatura académica sobre el tema "DESIGN FOR STRENGTH"
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Artículos de revistas sobre el tema "DESIGN FOR STRENGTH"
Kress, G., P. Naeff, M. Niedermeier y P. Ermanni. "Onsert strength design". International Journal of Adhesion and Adhesives 24, n.º 3 (junio de 2004): 201–9. http://dx.doi.org/10.1016/j.ijadhadh.2003.09.007.
Texto completoHARAGA, Kosuke. "A Concept of Specified Design Strength and Allowable Design Strength in the Strength Design of Adhesively Bonded Joints." Journal of The Adhesion Society of Japan 50, n.º 2 (2014): 53–58. http://dx.doi.org/10.11618/adhesion.50.53.
Texto completoSinha, Dr Deepa A. "Compressive Strength of Concrete using Different Mix Design Methods". Indian Journal of Applied Research 4, n.º 7 (1 de octubre de 2011): 216–17. http://dx.doi.org/10.15373/2249555x/july2014/66.
Texto completoBhat, Rayees Ahmad y Mr Misba Danish. "Design of High Strength Concrete Using Superplastisizer and Stone Dust". International Journal of Trend in Scientific Research and Development Volume-2, Issue-5 (31 de agosto de 2018): 529–47. http://dx.doi.org/10.31142/ijtsrd15867.
Texto completoRusso, G. "Design shear strength formula for high strength concrete beams". Materials and Structures 37, n.º 274 (17 de octubre de 2004): 680–88. http://dx.doi.org/10.1617/14016.
Texto completoRusso, G., G. Somma y P. Angeli. "Design shear strength formula for high strength concrete beams". Materials and Structures 37, n.º 10 (diciembre de 2004): 680–88. http://dx.doi.org/10.1007/bf02480513.
Texto completoKim, Dae Geon. "Development of High-Strength Concrete Mixed Design System Using Artificial Intelligence". Webology 19, n.º 1 (20 de enero de 2022): 4268–85. http://dx.doi.org/10.14704/web/v19i1/web19281.
Texto completoMurakami, Yukitaka. "Product Liability and Strength Design". Journal of the Society of Mechanical Engineers 98, n.º 925 (1995): 986–90. http://dx.doi.org/10.1299/jsmemag.98.925_986.
Texto completoYoshida, Takashi y Masaru Ishikawa. "Design of strength for plastic". Proceedings of The Computational Mechanics Conference 2004.17 (2004): 127–28. http://dx.doi.org/10.1299/jsmecmd.2004.17.127.
Texto completoHsu, Wei Ting, Dung Myau Lue y Chen Y. Chang. "An Investigation into the Strength of Concrete-Filled Tubes". Applied Mechanics and Materials 284-287 (enero de 2013): 1208–14. http://dx.doi.org/10.4028/www.scientific.net/amm.284-287.1208.
Texto completoTesis sobre el tema "DESIGN FOR STRENGTH"
Eizadjou, Mehdi. "Design of Advanced High Strength Steels". Thesis, The University of Sydney, 2017. http://hdl.handle.net/2123/17315.
Texto completoSoutsos, Marios Nicou. "Mix design, workability heat evolution and strength development of high strength concrete". Thesis, University College London (University of London), 1992. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.308062.
Texto completoCladera, Bohigas Antoni. "Shear design of reinforced high-strength concrete beams". Doctoral thesis, Universitat Politècnica de Catalunya, 2003. http://hdl.handle.net/10803/6155.
Texto completoEl objetivo principal de este trabajo es contribuir al avance del conocimiento del comportamiento frente a la rotura por cortante de vigas de hormigón de alta resistencia. Para ello, y en primer lugar, se ha llevado a cabo una extensa revisión del estado actual del conocimiento de la resistencia a cortante, tanto para hormigón convencional como para hormigón de alta resistencia, así como una profunda investigación de campañas experimentales anteriores.
Se ha realizado una campaña experimental sobre vigas de hormigón de alta resistencia sometidas a flexión y cortante. La resistencia a compresión del hormigón de las vigas variaba entre 50 y 87 MPa. Las principales variables de diseño eran la cuantía de armadura longitudinal y transversal. Los resultados obtenidos experimentalmente han sido analizados para estudiar la influencia de las distintas variables en función de la resistencia a compresión del hormigón.
Con el objetivo de tener en cuenta, no sólo los resultados de nuestros ensayos, sino también la gran cantidad de información disponible en la bibliografía técnica, se ha preparado una base de datos con vigas de hormigón convencional y de alta resistencia a partir del banco de datos de la Universidad de Illinois. Los resultados empíricos han sido comparados con los cortantes últimos calculados según la Instrucción EHE, las especificaciones AASHTO LRFD, el Código ACI 318-99 y el programa Response-2000, basado en la teoría modificada del campo de compresiones.
Se han construido dos Redes Neuronales Artificiales (RNA) para predecir la resistencia a cortante en base a la gran cantidad de resultados experimentales. La principal característica de las RNA es su habilidad para aprender, mediante el ajuste de pesos internos, incluso cuando los datos de entrada y salida presentan un cierto nivel de ruido. Con los resultados de la RNA se ha realizado un análisis paramétrico de cada variable que afecta la resistencia última a cortante.
Se han propuesto nuevas expresiones que tienen el cuenta el comportamiento observado para el diseño frente al esfuerzo cortante de vigas tanto de hormigón convencional como de alta resistencia con y sin armadura a cortante, así como una nueva ecuación para la determinación de la armadura mínima a cortante. Las nuevas expresiones presentan resultados que se ajustan mejor a los resultados experimentales que los obtenidos mediante la utilización de las normativas vigentes.
Finalmente se han planteado varias sugerencias de futuras líneas de trabajo, que son resultado de la propia evolución del conocimiento sobre el tema de estudio durante el desarrollo de esta tesis.
Although High-Strength Concrete has been increasingly used in the construction industry during the last few years, current Spanish Structural Concrete code of practice (EHE) only covers concrete of strengths up to 50 MPa. An increase in the strength of concrete is directly associated with an improvement in most of its properties, in special the durability, but this also produces an increase in its brittleness and smoother crack surfaces which affects significantly the shear strength.
The aim of this research is to enhance the understanding of the behaviour of high-strength concrete beams with and without web reinforcement failing in shear. In order to achieve this objective, an extensive review of the state-of-the-art in shear strength for both normal-strength and high-strength concrete beams was made, as well as in-depth research into previous experimental campaigns.
An experimental programme involving the testing of eighteen high-strength beam specimens under a central point load was performed. The concrete compressive strength of the beams at the age of the tests ranged from 50 to 87 MPa. Primary design variables were the amount of shear and longitudinal reinforcement. The results obtained experimentally were analysed to study the influence of those parameters related to the concrete compressive strength.
With the aim of taking into account, in addition to the results of our tests, the large amount of information available, a large database was assembled based on the University of Illinois Sheardatabank for normal-strength and high-strength concrete beams. These test results were compared with failure shear strengths predicted by the EHE Code, the 2002 Final Draft of EuroCode 2, the AASHTO LRFD Specifications, the ACI Code 318-99, and Response-2000 program, a computer program based on the modified compression field theory.
Furthermore, two Artificial Neural Networks (ANN) were developed to predict the shear strength of reinforced beams based on the database beam specimens. An ANN is a computational tool made up of a number of simple, highly-interconnected processing elements that constitute a network. The main feature of an ANN is its ability to learn, by means of adjusting internal weights, even when the input and output data present a degree of noise. Based on the ANN results, a parametric study was carried out to study the influence of each parameter affecting the failure shear strength.
New expressions are proposed, taking into account the observed behaviour for the design of high-strength and normal-strength reinforced concrete beams with and without web reinforcement. A new equation is given for the amount of minimum reinforcement as well. The new expressions correlate with the empirical tests better than any current code of practice.
Finally, as a natural corollary to the evolution of our understanding of this field, some recommendations for future studies are made.
Wilson, R. C. "Welded airframes : static strength, structural design and analysis". Thesis, Queen's University Belfast, 2011. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.546430.
Texto completoVennapusa, Siva Koti Reddy. "Design of bi-adhesive joint for optimal strength". Thesis, Högskolan i Skövde, Institutionen för ingenjörsvetenskap, 2019. http://urn.kb.se/resolve?urn=urn:nbn:se:his:diva-16675.
Texto completoWang, Jie. "Behaviour and design of high strength steel structures". Thesis, Imperial College London, 2016. http://hdl.handle.net/10044/1/43758.
Texto completoReis, Jonathan M. "Structural Concrete Design with High-Strength Steel Reinforcement". University of Cincinnati / OhioLINK, 2010. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1277124990.
Texto completoKhurshid, Mansoor. "Static and fatigue analyses of welded steel structures : some aspects towards lightweight design". Doctoral thesis, KTH, Lättkonstruktioner, 2017. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-200829.
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Domingo, Eric Ray. "An introduction to Autoclaved Aerated Concrete including design requirements using strength design". Manhattan, Kan. : Kansas State University, 2008. http://hdl.handle.net/2097/543.
Texto completoPeng, Jun y 彭军. "Strain gradient effects on flexural strength and ductility design of normal-strength RC beams and columns". Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2012. http://hub.hku.hk/bib/B48329630.
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Doctor of Philosophy
Libros sobre el tema "DESIGN FOR STRENGTH"
McIntosh, G. Design stressing: Basic strength calculations for structural design. [Great Britain?]: [G. McIntosh?], 1988.
Buscar texto completoCook, Ronald A. Strength design of anchorage to concrete. Skokie, Ill: Portland Cement Association, 1999.
Buscar texto completoDeterminate structures: Statics, strength, analysis, design. Albany: Delmar Publishers, 1996.
Buscar texto completoP, Walker K. y United States. National Aeronautics and Space Administration., eds. Steady-state and transient zener parameters in viscoplasticity: Drag strength versus yield strength. [Washington, DC]: National Aeronautics and Space Administration, 1990.
Buscar texto completoFreed, Alan David. Steady-state and transient zener parameters in viscoplasticity: Drag strength versus yield strength. [Washington, DC]: National Aeronautics and Space Administration, 1990.
Buscar texto completoGreat Britain. Department of Trade and Industry. Strength data for design safety: Phase 1. London: DTI, 2000.
Buscar texto completoGreat Britain. Department of Trade and Industry. Strength data for design safety: Phase 2. London: DTI, 2002.
Buscar texto completoAmerican Society of Civil Engineers. y United States. Army. Corps of Engineers., eds. Strength design for reinforced-concrete hydraulic structures. New York, N.Y: ASCE Press, 1993.
Buscar texto completoGeorge C. Marshall Space Flight Center., ed. Root-sum-square structural strength verification approach. [Marshall Space Flight Center, Ala.]: National Aeronautics and Space Administration, George C. Marshall Space Flight Center, 1994.
Buscar texto completoGeorge C. Marshall Space Flight Center., ed. Root-sum-square structural strength verification approach. [Marshall Space Flight Center, Ala.]: National Aeronautics and Space Administration, George C. Marshall Space Flight Center, 1994.
Buscar texto completoCapítulos de libros sobre el tema "DESIGN FOR STRENGTH"
Walser, Martin G. "Empirical design". En Brand Strength, 155–79. Wiesbaden: Deutscher Universitätsverlag, 2004. http://dx.doi.org/10.1007/978-3-322-81629-0_7.
Texto completoCissik, John. "Program Design". En Strength and Conditioning, 149–75. Second edition. | Abingdon, Oxon ; New York : Routledge, [2020]: Routledge, 2019. http://dx.doi.org/10.4324/9780429026546-8.
Texto completoOkumoto, Yasuhisa, Yu Takeda, Masaki Mano y Tetsuo Okada. "Torsional Strength". En Design of Ship Hull Structures, 417–21. Berlin, Heidelberg: Springer Berlin Heidelberg, 2009. http://dx.doi.org/10.1007/978-3-540-88445-3_22.
Texto completoOkumoto, Yasuhisa, Yu Takeda, Masaki Mano y Tetsuo Okada. "Strength Evaluation". En Design of Ship Hull Structures, 33–80. Berlin, Heidelberg: Springer Berlin Heidelberg, 2009. http://dx.doi.org/10.1007/978-3-540-88445-3_3.
Texto completoBallio, Giulio. "Design for Strength (Stability)". En Second Century of the Skyscraper, 837–46. Boston, MA: Springer US, 1988. http://dx.doi.org/10.1007/978-1-4684-6581-5_72.
Texto completoXiao, Yan. "Design Strength of Glubam". En Engineered Bamboo Structures, 121–38. London: CRC Press, 2022. http://dx.doi.org/10.1201/9781003204497-4.
Texto completoSerrano, Nathan y Andrew J. Galpin. "Program design". En Conditioning for Strength and Human Performance, 356–69. Third edition. | New York, NY : Routledge, 2018.: Routledge, 2018. http://dx.doi.org/10.4324/9781315438450-16.
Texto completoOkumoto, Yasuhisa, Yu Takeda, Masaki Mano y Tetsuo Okada. "Transverse Strength of Ship". En Design of Ship Hull Structures, 387–415. Berlin, Heidelberg: Springer Berlin Heidelberg, 2009. http://dx.doi.org/10.1007/978-3-540-88445-3_21.
Texto completoSmardzewski, Jerzy. "Stiffness and Strength Analysis of Skeletal Furniture". En Furniture Design, 319–455. Cham: Springer International Publishing, 2015. http://dx.doi.org/10.1007/978-3-319-19533-9_6.
Texto completoSmardzewski, Jerzy. "Stiffness and Strength Analysis of Case Furniture". En Furniture Design, 457–571. Cham: Springer International Publishing, 2015. http://dx.doi.org/10.1007/978-3-319-19533-9_7.
Texto completoActas de conferencias sobre el tema "DESIGN FOR STRENGTH"
"Design of High-Strength Concrete Columns for Strength and Ductility". En SP-213: The Art and Science of Structural Concrete Design. American Concrete Institute, 2003. http://dx.doi.org/10.14359/12747.
Texto completoBingham, Jesse, John Erickson, Gaurav Singh y Flemming Andersen. "Industrial strength refinement checking". En 2009 Formal Methods in Computer-Aided Design (FMCAD). IEEE, 2009. http://dx.doi.org/10.1109/fmcad.2009.5351123.
Texto completoDoyle, Keith B. y Mark A. Kahan. "Design strength of optical glass". En Optical Science and Technology, SPIE's 48th Annual Meeting, editado por Alson E. Hatheway. SPIE, 2003. http://dx.doi.org/10.1117/12.506610.
Texto completo"Behavior and Design of High-Strength RC Walls". En SP-176: High-Strength Concrete in Seismic Regions. American Concrete Institute, 1998. http://dx.doi.org/10.14359/5903.
Texto completoObeidat, H. A., R. A. Abd-Alhameed, J. M. Noras, S. Zhu, T. Ghazaany, N. T. Ali y E. Elkhazmi. "Indoor localization using received signal strength". En 2013 Design and Test Symposium (IDT). IEEE, 2013. http://dx.doi.org/10.1109/idt.2013.6727138.
Texto completoSchaefer, Peter, Helmut Rudolph y Wolfgang Schwarz. "Digital Man Models and Physical Strength – A New Approach in Strength Simulation". En Digital Human Modeling For Design And Engineering Conference And Exposition. 400 Commonwealth Drive, Warrendale, PA, United States: SAE International, 2000. http://dx.doi.org/10.4271/2000-01-2168.
Texto completo"Design Applications of High-Strength Concrete in Seismic Regions". En SP-176: High-Strength Concrete in Seismic Regions. American Concrete Institute, 1998. http://dx.doi.org/10.14359/5912.
Texto completoDu, Quhu, Jia Li, Yi Wang, Liyang Xie y Fei Zhao. "Strength reliability analysis of axial-symmetric vectoring exhaust nozzle mechanism considering strength degradation". En Third International Conference on Mechanical Design and Simulation (MDS 2023), editado por Mohamed Arezki Mellal y Yunqing Rao. SPIE, 2023. http://dx.doi.org/10.1117/12.2682087.
Texto completoAnderson, M. y M. Anderson. "Design of panels having postbuckling strength". En 38th Structures, Structural Dynamics, and Materials Conference. Reston, Virigina: American Institute of Aeronautics and Astronautics, 1997. http://dx.doi.org/10.2514/6.1997-1240.
Texto completo"Design of High-Strength Concrete Columns". En SP-128: Evaluation and Rehabilitation of Concrete Structures and Innovations in Design. American Concrete Institute, 1991. http://dx.doi.org/10.14359/3206.
Texto completoInformes sobre el tema "DESIGN FOR STRENGTH"
H. KUNG y ET AL. OPTIMUM DESIGN OF ULTRAHIGH STRENGTH NANOLAYERED COMPOSITES. Office of Scientific and Technical Information (OSTI), octubre de 2000. http://dx.doi.org/10.2172/766220.
Texto completoDuthinh, Dat y Nicholas J. Carino. Shear design of high-strength concrete beams:. Gaithersburg, MD: National Institute of Standards and Technology, 1996. http://dx.doi.org/10.6028/nist.ir.5870.
Texto completoKoglin, Johnathon D. Strength-Stabilized Rayleigh-Taylor Growth Experiment Design Calculations. Office of Scientific and Technical Information (OSTI), abril de 2018. http://dx.doi.org/10.2172/1459140.
Texto completoWilkowski y Eiber. L51704 Design Guideline for High-Strength Pipe Fittings. Chantilly, Virginia: Pipeline Research Council International, Inc. (PRCI), enero de 1994. http://dx.doi.org/10.55274/r0010320.
Texto completoUkhande, Manoj, Vijaykumar Khasnis, Santosh Kumar, Raveendra Parvatrao y Girish Tilekar. Crankshaft Design Re-Engineering for Better Bending Fatigue Strength. Warrendale, PA: SAE International, septiembre de 2013. http://dx.doi.org/10.4271/2013-01-2436.
Texto completoWoodson, Stanley C. y William A. Price. Improved Strength Design of Reinforced Concrete Hydraulic Structures - Research Support. Fort Belvoir, VA: Defense Technical Information Center, abril de 1992. http://dx.doi.org/10.21236/ada251470.
Texto completoFuglem. L52034 Software for Estimating the Lifetime Cost of High Strength High Design Factor Pipelines. Chantilly, Virginia: Pipeline Research Council International, Inc. (PRCI), abril de 2003. http://dx.doi.org/10.55274/r0011176.
Texto completoLynch, C. y J. Charest. Design of a gun system for in-situ compressive strength measurements. Office of Scientific and Technical Information (OSTI), noviembre de 1989. http://dx.doi.org/10.2172/6922835.
Texto completoTyson. L52337 Weld Design Testing and Assessment Procedures for High Strength Pipelines. Chantilly, Virginia: Pipeline Research Council International, Inc. (PRCI), diciembre de 2011. http://dx.doi.org/10.55274/r0010448.
Texto completoRuggles, M. B., G. T. Yahr y R. L. Battiste. Static properties and multiaxial strength criterion for design of composite automotive structures. Office of Scientific and Technical Information (OSTI), noviembre de 1998. http://dx.doi.org/10.2172/290934.
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