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Artykuły w czasopismach na temat "Structural performance"
Purushotthama, P., i Dr Jagadish G. Kori. "A Study on Performance of Outrigger Structural Systems during Lateral Loads on High Rise Structures". Bonfring International Journal of Man Machine Interface 4, Special Issue (30.07.2016): 07–13. http://dx.doi.org/10.9756/bijmmi.8148.
Pełny tekst źródłaGoulet, James-A., Prakash Kripakaran i Ian F. C. Smith. "Multimodel Structural Performance Monitoring". Journal of Structural Engineering 136, nr 10 (październik 2010): 1309–18. http://dx.doi.org/10.1061/(asce)st.1943-541x.0000232.
Pełny tekst źródłaHopkins, Brandon J., Jeffrey W. Long, Debra R. Rolison i Joseph F. Parker. "High-Performance Structural Batteries". Joule 4, nr 11 (listopad 2020): 2240–43. http://dx.doi.org/10.1016/j.joule.2020.07.027.
Pełny tekst źródłaSanders, Robert E. "High Performance Structural Materials". JOM 38, nr 12 (grudzień 1986): 12. http://dx.doi.org/10.1007/bf03257586.
Pełny tekst źródłaJoo, Sanghoon. "Structural Performance of Precast Concrete Arch with Reinforced Joint". Journal of the Korean Society of Civil Engineers 34, nr 1 (2014): 29. http://dx.doi.org/10.12652/ksce.2014.34.1.0029.
Pełny tekst źródłaKim. "Structural Performance of Pre-tensioned Half-depth Precast Panels". Journal of the Korean Society of Civil Engineers 34, nr 6 (2014): 1707. http://dx.doi.org/10.12652/ksce.2014.34.6.1707.
Pełny tekst źródłaOh, Min Uk, In Rak Choi, Gi Beom Kim, Suk Jae Jung i Jae Hwan Lee. "Structural Performance Tests for 2HC Composite Structural System". Journal of Korean Society of Steel Construction 34, nr 6 (27.12.2022): 309–18. http://dx.doi.org/10.7781/kjoss.2022.34.6.309.
Pełny tekst źródłaKim. "Experimental Study on Flexural Structural Performance of Sinusoidal Corrugated Girder". Journal of Korean Society of Steel Construction 27, nr 6 (2015): 503. http://dx.doi.org/10.7781/kjoss.2015.27.6.503.
Pełny tekst źródłaLatif, Hanif Abdul, Dwiwiyati Astogini i Sumarsono Sumarsono. "VARIABEL ANTESEDEN KEPUASAN DAN PENGARUHNYA TERHADAP LOYALITAS KONSUMEN". Performance 23, nr 2 (10.08.2017): 28. http://dx.doi.org/10.20884/1.performance.2016.23.2.276.
Pełny tekst źródłaSmith, Ian F. C. "Increasing Knowledge of Structural Performance". Structural Engineering International 11, nr 3 (sierpień 2001): 191–95. http://dx.doi.org/10.2749/101686601780346931.
Pełny tekst źródłaRozprawy doktorskie na temat "Structural performance"
Eksik, Ömer. "Structural performance of GRP top hat stiffened marine structures". Thesis, University of Southampton, 2005. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.431952.
Pełny tekst źródłaNunes, Eliana Ferreira. "Qualitative investigation of the performance of a structural membrane roof project". reponame:Repositório Institucional da UFOP, 2012. http://www.repositorio.ufop.br/handle/123456789/6036.
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This paper provides a qualitative investigation about the structural performance of the membranes, surface structures (with double curvature in opposite directions) with minimum thickness and weight, which absorb forces in form of tensile stresses in its own plane, considering two aspects: structural and design procedure. Initially, it involved the analyses of lightweight structure buildings and the observation of constructive work process in membrane roofs. These investigations allowed identifying strategies that contribute to achieve optimum system performance and the challenges encountered along the stages of designing and building. They also guided the qualitative analysis of the performance of a structural membrane roofing project, i.e., a particular situation, as example. This qualitative analysis was developed in two stages, guided by experimental and numerical data. The first stage involved the optimization procedure of the structural system under load action. This analysis showed that the flexible system performance is a result of the three-dimensional stability of the structural system (arrangement and geometry of all components), membrane surface stiffness (membrane geometry), as well as the cooperation of all components in pre-tension state. The second stage comprised the experimental investigation of the membrane material behaviour within the structure context in order to analyze the flattened membrane geometry. Such evaluation enabled to verify the difference between the theoretical model (shape of equilibrium) and the actual shape (consisting of flat panels), enabling the proper adjustment of the surface geometry so that the final shape can reveal not only the path of the forces, but also the best use of the material. The investigations, analyses and working procedure here adopted broadened the understanding of this system pointing possibilities to increase its performance and to minimize failures during the preliminary stage of design.
Carboni, Julia L. "Structural Predictors of Contract Performance". Diss., The University of Arizona, 2012. http://hdl.handle.net/10150/255195.
Pełny tekst źródłaTannert, Thomas. "Structural performance of rounded dovetail connections". Thesis, University of British Columbia, 2008. http://hdl.handle.net/2429/694.
Pełny tekst źródłaGhisbain, Pierre. "Seismic performance assessment for structural optimization". Thesis, Massachusetts Institute of Technology, 2013. http://hdl.handle.net/1721.1/82833.
Pełny tekst źródłaCataloged from PDF version of thesis.
Includes bibliographical references (pages 223-228).
The economic impact of earthquakes has spurred the implementation of performance-based design to mitigate damage in addition to protecting human lives. A developing trend is to consider damage directly as a measure of seismic performance. In spite of the ability to estimate the cost of future earthquakes, adjusting the investment in seismic upgrades is impeded by the computational requirements of the probabilistic damage assessment. In this dissertation, we develop the damage assessment tools needed to implement structural optimization with an estimate of lifetime seismic damage in the objective function. A parametric study of the procedure to predict damage from earthquake simulation results is presented. By varying the procedure and analyzing the effects on the damage estimate, we identify simplifications that are beneficial for practical applications without losing important information about the behavior of the structure under seismic loads. The runtime of the probabilistic damage assessment is dominated by the response analysis of the structure to a range of earthquake scenarios. We consider alternatives to the standard but expensive nonlinear dynamic analysis, and we evaluate the error introduced by the faster analysis methods. The applicability of linear dynamic analysis is further investigated by detailing the effects of structural nonlinearities on the lifetime damage assessment. We determine that these effects are limited for the performance-based designed buildings, whose responses to the moderate but more frequent earthquakes remain essentially elastic. An application to the placement and sizing of viscous dampers in building frames is presented. A first procedure seeks the optimal trade-off between the investment in damping and the losses due to future earthquakes. For each level of damping considered, another optimization problem is solved to determine the most efficient damper layout considering the results of the damage assessment in a true performance-based design process.
by Pierre Ghisbain.
Ph.D.
Bianchi, Gabriel. "Structural performance of spacecraft honeycomb panels". Thesis, University of Southampton, 2011. https://eprints.soton.ac.uk/333288/.
Pełny tekst źródłaZhu, Junqing. "Structural Performance Analysis of Underground Stormwater Storage Chamber". Ohio University / OhioLINK, 2012. http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1338490426.
Pełny tekst źródłaMattingly, James E. "Stakeholder salience, structural development, and firm performance : structural and performance correlates of socio-political stakeholder management strategies /". free to MU campus, to others for purchase, 2003. http://wwwlib.umi.com/cr/mo/fullcit?p3099618.
Pełny tekst źródłaO'Sullivan, Donald Quinn 1970. "Structural elements with mathematically defined surfaces for enhanced structural and acoustic performance". Thesis, Massachusetts Institute of Technology, 2001. http://hdl.handle.net/1721.1/8664.
Pełny tekst źródłaIncludes bibliographical references (p. 205-209).
Two design methods are explored to reduce vibration, minimize unwanted acoustic noise, and increase stiffness in structures. The first design approach is to create nearly isotropic panels with increased stiffness using two-dimensional curvature. These quasi-isotropic designs can be used in lieu of typical panel reinforcements, and can provide an inexpensive alternative to honeycomb sandwich designs. The second approach is to design panels formed into the shape of a mode shape to reduce detrimental modal dynamics. The effects of combining the two-dimensionally curved designs with constrained layer damping is also investigated. Further, it is also the goal of this research that these panels can be inexpensively manufactured with current manufacturing methods (e.g. stamping, rolling, thermoforming, etc.), resulting in a more effective structural element that does not require significant extra cost or weight. Initial analysis was performed using geometric modeling and finite element analysis. Experimental analysis involved both static and dynamic system identification. The experimental results indicate that quasi-isotropic designs can be accomplished with two-dimensional curvature.
(cont.) These quasi-isotropic designs increase the stiffness of a panel and raise the natural frequency by a factor of 2 (compared to a flat panel of the same mass). Although the quasi-isotropic designs have no acoustic benefit, they were shown to be effective replacements as honeycomb cores. The mode-shaped designs demonstrated the unique quality of simultaneously reducing vibration and acoustic noise over a broad frequency range (50-10,000 Hz). The mode-shaped panels demonstrated a factor of 3 increase in the natural frequency, a ten-fold reduction in dynamic deflection displacements, and a 3 to 4 dB RMS reduction in the radiation index over a broad frequency range.
by Donald Quinn O'Sullivan.
Ph.D.
Lingblad, Mats Axel. "The structural determinants of innovation project performance". Thesis, London Business School (University of London), 2006. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.429936.
Pełny tekst źródłaKsiążki na temat "Structural performance"
Cremona, Christian. Structural Performance. Hoboken, NJ, USA: John Wiley & Sons, Inc., 2013. http://dx.doi.org/10.1002/9781118601174.
Pełny tekst źródłaHan, Yafang, red. High Performance Structural Materials. Singapore: Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-13-0104-9.
Pełny tekst źródłaWade, C. A. Structural performance of conservatories. [Judgeford, N.Z.]: BRANZ, 1990.
Znajdź pełny tekst źródłaDelgado, J. M. P. Q., Ana Sofia Guimarães, António C. Azevedo, Romilde A. Oliveira, Fernando A. N. Silva i Carlos W. A. P. Sobrinho. Structural Performance of Masonry Elements. Cham: Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-03270-8.
Pełny tekst źródłaP, Ries John, Holm Thomas A, ACI Committee 213. i American Concrete Institute Convention, red. High-performance structural lightweight concrete. Farmington Hills, Mich: American Concrete Institute, 2004.
Znajdź pełny tekst źródłaOrganisation for Economic Co-operation and Development., red. Structural adjustment and economic performance. Paris: Organisation for Economic Co-operation and Development, 1987.
Znajdź pełny tekst źródłaA, Holm Thomas, Vaysburd Alexander M i American Concrete Institute, red. Structural lightweight aggregate concrete performance. Detroit: American Concrete Institute, 1992.
Znajdź pełny tekst źródłaStructural performance: Probability-based assessement. London: ISTE, 2011.
Znajdź pełny tekst źródłaUnited States. National Aeronautics and Space Administration., red. Aircraft structural mass property prediction using conceptual-level structural analysis. [Washington, D.C: National Aeronautics and Space Administration, 1998.
Znajdź pełny tekst źródłaPerformance-based optimization of structures: Theory and applications. London: Spon Press, 2004.
Znajdź pełny tekst źródłaCzęści książek na temat "Structural performance"
Hapij, Adam, Ken Herceg i Anurag Jain. "Structural Performance". W Multidisciplinary Assessment of Critical Facility Response to Natural Disasters, 40–50. Reston, VA: American Society of Civil Engineers, 2010. http://dx.doi.org/10.1061/9780784411346.ch04.
Pełny tekst źródłaArundale, Keith. "Structural differences". W Venture Capital Performance, 86–111. Abingdon, Oxon ; New York, NY : Routledge, 2020. | Series: Routledge international studies in money and banking: Routledge, 2019. http://dx.doi.org/10.4324/9780429318214-6.
Pełny tekst źródłaMcMullin, Paul W. "Performance-Based Seismic Design". W Special Structural Topics, 71–88. New York, NY : Routledge, 2018. | Series: Architect’s: Routledge, 2017. http://dx.doi.org/10.4324/9781315733722-4.
Pełny tekst źródłaDavies, D. P. "Structural steels". W High Performance Materials in Aerospace, 155–81. Dordrecht: Springer Netherlands, 1995. http://dx.doi.org/10.1007/978-94-011-0685-6_5.
Pełny tekst źródłaBerke, Laszlo, i Narendra S. Khot. "Performance Characteristics of Optimality Criteria Methods". W Structural Optimization, 39–46. Dordrecht: Springer Netherlands, 1988. http://dx.doi.org/10.1007/978-94-009-1413-1_6.
Pełny tekst źródłaChaudhary, Shruti, i Satyabrata Choudhury. "Performance-Based Seismic Design: A Review". W Structural Integrity, 404–15. Cham: Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-031-04793-0_31.
Pełny tekst źródłaHwang, Chi-Hung, Wei-Chung Wang i Yung-Hsiang Chen. "Evaluation of Calibration Performance by Conical Targets". W Structural Integrity, 145–48. Cham: Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-91989-8_32.
Pełny tekst źródłaOssola, E., S. Pagliassotto, S. Rizzo i R. Sesana. "Microinclusion and Fatigue Performance of Bearing Rolling Elements". W Structural Integrity, 321–26. Cham: Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-13980-3_41.
Pełny tekst źródłaFishman, H. Charles. "Intensive Structural Therapy Streamlined". W Performance-Based Family Therapy, 65–80. New York: Routledge, 2022. http://dx.doi.org/10.4324/9781003161257-5.
Pełny tekst źródłaChen, Feng, Zhiqiao Yan i Tao Wang. "Effects of Internal Oxidation Methods on Microstructures and Properties of Al2O3 Dispersion-Strengthened Copper Alloys". W High Performance Structural Materials, 1–8. Singapore: Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-13-0104-9_1.
Pełny tekst źródłaStreszczenia konferencji na temat "Structural performance"
Hu, Ming. "Performance Driven Structural Design: Biomimicry in Structure". W 105th ACSA Annual Meeting Paper Proceedings. ACSA Press, 2017. http://dx.doi.org/10.35483/acsa.am.105.11.
Pełny tekst źródłaLaw, Angus, Panagiotis Kotsovinos i Neal Butterworth. "Structural fire resilience for tall or unusual structures". W International Conference on Performance-based and Life-cycle Structural Engineering. School of Civil Engineering, The University of Queensland, 2015. http://dx.doi.org/10.14264/uql.2016.420.
Pełny tekst źródłaMura, I. "Application of fuzzy sets to structural reliability of existing structures". W HIGH PERFORMANCE STRUCTURES AND MATERIALS 2006. Southampton, UK: WIT Press, 2006. http://dx.doi.org/10.2495/hpsm06068.
Pełny tekst źródłaLee, Du-Ho, Youn-Ju Jeong, Young-Jun You i Min-Su Park. "Structural Performance of the Optimum Floating Structure for Reduced Motion". W ASME 2013 32nd International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2013. http://dx.doi.org/10.1115/omae2013-10697.
Pełny tekst źródła"Aircraft design optimization with multidisciplinary performance criteria". W 30th Structures, Structural Dynamics and Materials Conference. Reston, Virigina: American Institute of Aeronautics and Astronautics, 1989. http://dx.doi.org/10.2514/6.1989-1265.
Pełny tekst źródła"Measurements for Structural Performance Evaluation". W SP-143: New Experimental Techniques for Evaluating Concrete Material & Structural Performance. American Concrete Institute, 1994. http://dx.doi.org/10.14359/10046.
Pełny tekst źródłaCrawley, Edward, Brett Masters i T. Hyde. "Conceptual design methodology for high performance dynamic structures". W 36th Structures, Structural Dynamics and Materials Conference. Reston, Virigina: American Institute of Aeronautics and Astronautics, 1995. http://dx.doi.org/10.2514/6.1995-1407.
Pełny tekst źródłaCHEN, G. S., B. LURIE i B. WADA. "Experimental studies of adaptive structures for precision performance". W 30th Structures, Structural Dynamics and Materials Conference. Reston, Virigina: American Institute of Aeronautics and Astronautics, 1989. http://dx.doi.org/10.2514/6.1989-1327.
Pełny tekst źródłaBOSTIC, SUSAN. "A Vectorized Lanczos Eigensolver for High-Performance Computers". W 31st Structures, Structural Dynamics and Materials Conference. Reston, Virigina: American Institute of Aeronautics and Astronautics, 1990. http://dx.doi.org/10.2514/6.1990-1148.
Pełny tekst źródłaYi, F., i S. J. Dyke. "Structural control systems: performance assessment". W Proceedings of 2000 American Control Conference (ACC 2000). IEEE, 2000. http://dx.doi.org/10.1109/acc.2000.878763.
Pełny tekst źródłaRaporty organizacyjne na temat "Structural performance"
Lam, P. S., i M. J. Morgan. TRITIUM RESERVOIR STRUCTURAL PERFORMANCE PREDICTION. Office of Scientific and Technical Information (OSTI), listopad 2005. http://dx.doi.org/10.2172/882295.
Pełny tekst źródłaLAM, POH-SANG. TRITIUM RESERVOIR STRUCTURAL PERFORMANCE PREDICTION (U). Office of Scientific and Technical Information (OSTI), listopad 2005. http://dx.doi.org/10.2172/882654.
Pełny tekst źródłaWellman, G. W. Computational and experimental of railgun structural performance. Office of Scientific and Technical Information (OSTI), grudzień 1989. http://dx.doi.org/10.2172/5098027.
Pełny tekst źródłaLanfranco, Giobatta. A study on D0 Run2b stave structural performance. Office of Scientific and Technical Information (OSTI), kwiecień 2002. http://dx.doi.org/10.2172/15011733.
Pełny tekst źródłaYammarino, Francis J., William D. Spangler i Bernard M. Bass. Transformational Leadership and Performance: A Structural Equations Approach. Fort Belvoir, VA: Defense Technical Information Center, wrzesień 1989. http://dx.doi.org/10.21236/ada211969.
Pełny tekst źródłaHurley, John P., i John P. Kay. Task 6.3 - Engineering Performance of Advanced Structural Materials. Office of Scientific and Technical Information (OSTI), czerwiec 1997. http://dx.doi.org/10.2172/16124.
Pełny tekst źródłaLanfranco, Giobatta. A study on D0 Run2b stave structural performance. Office of Scientific and Technical Information (OSTI), kwiecień 2002. http://dx.doi.org/10.2172/15017258.
Pełny tekst źródłaNatesan, K., Y. Momozaki, M. Li i D. L. Rink. Corrosion performance of advanced structural materials in sodium. Office of Scientific and Technical Information (OSTI), maj 2012. http://dx.doi.org/10.2172/1041000.
Pełny tekst źródłaBerg, Andrew, i Jeffrey Sachs. The Debt Crisis: Structural Explanations of Country Performance. Cambridge, MA: National Bureau of Economic Research, czerwiec 1988. http://dx.doi.org/10.3386/w2607.
Pełny tekst źródłaEbeling, Robert, i Barry White. Load and resistance factors for earth retaining, reinforced concrete hydraulic structures based on a reliability index (β) derived from the Probability of Unsatisfactory Performance (PUP) : phase 2 study. Engineer Research and Development Center (U.S.), marzec 2021. http://dx.doi.org/10.21079/11681/39881.
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