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Bibliografias temáticas / Structural performance

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Literatura científica selecionada sobre o tema "Structural performance"

Autor: Grafiati

Publicado: 4 de junho de 2021

Última modificação: 3 de março de 2023

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Artigos de revistas sobre o assunto "Structural performance"

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Purushotthama, P., e 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 de julho de 2016): 07–13. http://dx.doi.org/10.9756/bijmmi.8148.

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Goulet, James-A., Prakash Kripakaran e Ian F. C. Smith. "Multimodel Structural Performance Monitoring". Journal of Structural Engineering 136, n.º 10 (outubro de 2010): 1309–18. http://dx.doi.org/10.1061/(asce)st.1943-541x.0000232.

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Hopkins, Brandon J., Jeffrey W. Long, Debra R. Rolison e Joseph F. Parker. "High-Performance Structural Batteries". Joule 4, n.º 11 (novembro de 2020): 2240–43. http://dx.doi.org/10.1016/j.joule.2020.07.027.

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Sanders, Robert E. "High Performance Structural Materials". JOM 38, n.º 12 (dezembro de 1986): 12. http://dx.doi.org/10.1007/bf03257586.

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Joo, Sanghoon. "Structural Performance of Precast Concrete Arch with Reinforced Joint". Journal of the Korean Society of Civil Engineers 34, n.º 1 (2014): 29. http://dx.doi.org/10.12652/ksce.2014.34.1.0029.

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Kim. "Structural Performance of Pre-tensioned Half-depth Precast Panels". Journal of the Korean Society of Civil Engineers 34, n.º 6 (2014): 1707. http://dx.doi.org/10.12652/ksce.2014.34.6.1707.

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Oh, Min Uk, In Rak Choi, Gi Beom Kim, Suk Jae Jung e Jae Hwan Lee. "Structural Performance Tests for 2HC Composite Structural System". Journal of Korean Society of Steel Construction 34, n.º 6 (27 de dezembro de 2022): 309–18. http://dx.doi.org/10.7781/kjoss.2022.34.6.309.

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Kim. "Experimental Study on Flexural Structural Performance of Sinusoidal Corrugated Girder". Journal of Korean Society of Steel Construction 27, n.º 6 (2015): 503. http://dx.doi.org/10.7781/kjoss.2015.27.6.503.

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Latif, Hanif Abdul, Dwiwiyati Astogini e Sumarsono Sumarsono. "VARIABEL ANTESEDEN KEPUASAN DAN PENGARUHNYA TERHADAP LOYALITAS KONSUMEN". Performance 23, n.º 2 (10 de agosto de 2017): 28. http://dx.doi.org/10.20884/1.performance.2016.23.2.276.

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The purpose this study to identify and analyze the effect antecedent variable of satisfaction that is web design, web navigation, costumized preview, website quality, service quality, and perceived value to consumer loyalty of Lazada.co.id. The sample in this study there were 155 respondents who are consumers of Lazada.co.id in Jakarta region. Convenience sampling method used in the determination of the sample. Data was analyzed using Equational Structural Modeling (SEM). These results indicate web design has no effect on web quality, web navigation has positive effect on web quality, customized preview has no effect on web quality, web quality has no effect on perceived value, service quality has positive effect on perceived value, perceived value has positive effect on satisfaction,satisfaction has positive effect on consumer loyalty.

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Smith, Ian F. C. "Increasing Knowledge of Structural Performance". Structural Engineering International 11, n.º 3 (agosto de 2001): 191–95. http://dx.doi.org/10.2749/101686601780346931.

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Teses / dissertações sobre o assunto "Structural performance"

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Eksik, OÌˆmer. "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.

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Nunes, 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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Programa de Pós Graduação em Engenharia Civil. Departamento de Engenharia Civil, Escola de Minas, Universidade Federal de Ouro Preto.
Submitted by Oliveira Flávia (flavia@sisbin.ufop.br) on 2016-01-14T15:41:06Z No. of bitstreams: 1 TESE_QualitativeInvestigationPerformance.pdf: 28313982 bytes, checksum: 7fa9b21301ee73fcec79f7676cdc021f (MD5)
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Made available in DSpace on 2016-01-14T17:57:18Z (GMT). No. of bitstreams: 1 TESE_QualitativeInvestigationPerformance.pdf: 28313982 bytes, checksum: 7fa9b21301ee73fcec79f7676cdc021f (MD5) Previous issue date: 2012
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.

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Carboni, Julia L. "Structural Predictors of Contract Performance". Diss., The University of Arizona, 2012. http://hdl.handle.net/10150/255195.

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Government increasingly contracts out public functions to the private sector. While theory about contract performance management is abundant, there is little empirical evidence on contract performance. Additionally, the public management contract literature emphasizes management strategies to produce desired performance but largely disregards how the structure of ex post contract settings influences individual contract performance. In this dissertation, I develop theory and measures to assess how structural variables influence contract performance on quality dimensions. I focus on networked structures of exchange between contracted programs and government funders and the way exchange is situated in a larger environment. The empirical basis for my dissertation is a set of government funded residential services programs for delinquent youth. The outcome variable is a measure of program quality created by the government funder. Predictor variables include competition at the program and parent organization level and the overall presence of public and nonprofit programs in the contract network. I also examine the effects of organizational form on performance. Most programs are contracted to nonprofit and for-profit organizations with a small number of programs directly provided by government. The mixed market provides an opportunity to test existing theory about organizational form and performance. I use hierarchical linear models (HLM) and qualitative comparative analysis (QCA) to examine how structural variables influence performance. In the HLM analysis, I find some support for my hypotheses about structural predictors of performance. In the QCA analysis, I find that effects of organizational form are conditional upon structural variables. It appears that nonprofit and public programs perform well under a variety of conditions while for-profit programs are more likely to perform acceptably when they are constrained by structural factors like competition. This dissertation makes theoretical, empirical and practical contributions to the field of public management. Following recent, scholarly tradition, I examine the changing role of government and its increasing use of the nonprofit and for-profit organizations to deliver government services. I incorporate structural theory into the contract management literature and demonstrate the structure of contract settings influences performance. I also develop formal measures of competition in contract settings. I also find that HLM and QCA can be complementary analytical tools and provide a richer picture of causal processes when used on the same dataset.

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Tannert, Thomas. "Structural performance of rounded dovetail connections". Thesis, University of British Columbia, 2008. http://hdl.handle.net/2429/694.

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The structural performance of Rounded Dovetail Connections (RDC) has been studied experimentally and numerically to provide information needed for connection structural design. RDC are mainly used to transfer vertical shear forces, but test results show that they can carry considerable load in tension and bending. Geometric parameters, such as dovetail flange angle and dovetail height are shown to significantly effect affect the structural performance of RDC. Results show that it is impractical to determine a set of empirical equations to describe the structural performance of RDC based on basic wood material properties. RDC manufactured and tested with low and constant moisture content outperformed those evaluated under other climatic conditions, and test results demonstrate that RDC should be produced at low machine speed and with minimal a gap between the connecting members. RDC in laminated strand lumber have higher capacity and fail under larger deformations compared to RDC in western hemlock. A three-dimensional finite element method model is presented and validated with experimental tests. Good agreement is achieved between the load deformation response predicted by the model and the experimentally observed load deformation response. Therefore the model is deemed suitable for estimating the stresses needed to develop failure criteria. A failure criterion for the analysis of RDC is presented taking into account size effect in the strength of wood. Based on the experimental and numerical studies, a design equation for RDC is presented that provides the engineering community with a new design tool. Finally, self tapping screws as reinforcement have been studied and are shown to significantly improve the structural performance of RDC under vertical shear loading.

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Ghisbain, Pierre. "Seismic performance assessment for structural optimization". Thesis, Massachusetts Institute of Technology, 2013. http://hdl.handle.net/1721.1/82833.

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Thesis (Ph. D.)--Massachusetts Institute of Technology, Department of Civil and Environmental Engineering, 2013.
Cataloged 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.

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Bianchi, Gabriel. "Structural performance of spacecraft honeycomb panels". Thesis, University of Southampton, 2011. https://eprints.soton.ac.uk/333288/.

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Honeycomb sandwich structures (commonly referred to as honeycomb sandwich panels) have found wide spread application in the aerospace industry thanks to their excellent properties, in particular their high strength-to-weight and high stiffness-to-weight ratios. Surrey Satellite Technology Ltd. (SSTL), like many other space companies, often use honeycomb sandwich panels as part of the primary and secondary structures of the small satellites they develop. Although honeycomb panels have been used for the past 50 years gaining a better understanding of these sandwich structures, and the methods and solutions used to produce structural assemblies from them is still a major concern in the aerospace industry. Whether directly or indirectly, there are still significant research efforts ongoing that affect these areas. This work focuses on some of these issues and covers several research fields including material science, tribology and adhesive bonding technology. The first area of focus of this work deals with the structural performance of honeycomb panels alone and mainly concentrates on hexagonal honeycomb cores. An experimental investigation using the rail shear test was conducted to study the shear behaviour of hexagonal honeycomb cores. This involved both static and fatigue tests using numerous honeycomb panel test samples with the loading direction at various angles to the core ribbon. From these tests it was found that core shear strength did not have a linear relationship with loading orientation and that contrary to what is commonly assumed the transverse direction (to the ribbon) is not always necessarily the weakest orientation. The optimal design and performance of the load introduction points was the second area of focus for this work which covers equipment inserts and bolted joints. Two types of inserts where investigated in this work: hot bonded inserts and cold bonded inserts. A study on hot bonded and cold bonded inserts was conducted to assess their performance and effectively compare the two insert systems. A large portion of the study was experimental and involved carrying out numerous insert pull-out tests to measure static pull strength capability. From the study it was found that contrary to what was expected cold bonded potted inserts outperformed the hot bonded inserts in terms of static strength capability. Using finite element it was found that this was due to the different filler materials used for the two insert systems. The last area covered in this work concerns friction grip bolted joint between honeycomb panels. Here a simple method to analyze the efficiency of shear joint units is proposed. An extensive test campaign was also carried out to determine the influence of various parameters on the friction coefficient. Surface abrasion was found to be a reliable way of achieving high values of friction coefficient.

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Zhu, Junqing. "Structural Performance Analysis of Underground Stormwater Storage Chamber". Ohio University / OhioLINK, 2012. http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1338490426.

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Mattingly, 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.

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O'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.

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Thesis (Ph. D.)--Massachusetts Institute of Technology, Dept. of Mechanical Engineering, 2001.
Includes 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.

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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.

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Livros sobre o assunto "Structural performance"

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Cremona, Christian. Structural Performance. Hoboken, NJ, USA: John Wiley & Sons, Inc., 2013. http://dx.doi.org/10.1002/9781118601174.

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Han, Yafang, ed. High Performance Structural Materials. Singapore: Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-13-0104-9.

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Wade, C. A. Structural performance of conservatories. [Judgeford, N.Z.]: BRANZ, 1990.

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Delgado, J. M. P. Q., Ana Sofia Guimarães, António C. Azevedo, Romilde A. Oliveira, Fernando A. N. Silva e 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.

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P, Ries John, Holm Thomas A, ACI Committee 213. e American Concrete Institute Convention, eds. High-performance structural lightweight concrete. Farmington Hills, Mich: American Concrete Institute, 2004.

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Organisation for Economic Co-operation and Development., ed. Structural adjustment and economic performance. Paris: Organisation for Economic Co-operation and Development, 1987.

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A, Holm Thomas, Vaysburd Alexander M e American Concrete Institute, eds. Structural lightweight aggregate concrete performance. Detroit: American Concrete Institute, 1992.

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Structural performance: Probability-based assessement. London: ISTE, 2011.

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9

United States. National Aeronautics and Space Administration., ed. Aircraft structural mass property prediction using conceptual-level structural analysis. [Washington, D.C: National Aeronautics and Space Administration, 1998.

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10

Performance-based optimization of structures: Theory and applications. London: Spon Press, 2004.

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Capítulos de livros sobre o assunto "Structural performance"

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Hapij, Adam, Ken Herceg e Anurag Jain. "Structural Performance". In 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.

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Arundale, Keith. "Structural differences". In 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.

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McMullin, Paul W. "Performance-Based Seismic Design". In Special Structural Topics, 71–88. New York, NY : Routledge, 2018. | Series: Architect’s: Routledge, 2017. http://dx.doi.org/10.4324/9781315733722-4.

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Davies, D. P. "Structural steels". In High Performance Materials in Aerospace, 155–81. Dordrecht: Springer Netherlands, 1995. http://dx.doi.org/10.1007/978-94-011-0685-6_5.

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Berke, Laszlo, e Narendra S. Khot. "Performance Characteristics of Optimality Criteria Methods". In Structural Optimization, 39–46. Dordrecht: Springer Netherlands, 1988. http://dx.doi.org/10.1007/978-94-009-1413-1_6.

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Chaudhary, Shruti, e Satyabrata Choudhury. "Performance-Based Seismic Design: A Review". In Structural Integrity, 404–15. Cham: Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-031-04793-0_31.

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Hwang, Chi-Hung, Wei-Chung Wang e Yung-Hsiang Chen. "Evaluation of Calibration Performance by Conical Targets". In Structural Integrity, 145–48. Cham: Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-91989-8_32.

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Ossola, E., S. Pagliassotto, S. Rizzo e R. Sesana. "Microinclusion and Fatigue Performance of Bearing Rolling Elements". In Structural Integrity, 321–26. Cham: Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-13980-3_41.

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Fishman, H. Charles. "Intensive Structural Therapy Streamlined". In Performance-Based Family Therapy, 65–80. New York: Routledge, 2022. http://dx.doi.org/10.4324/9781003161257-5.

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Chen, Feng, Zhiqiao Yan e Tao Wang. "Effects of Internal Oxidation Methods on Microstructures and Properties of Al2O3 Dispersion-Strengthened Copper Alloys". In High Performance Structural Materials, 1–8. Singapore: Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-13-0104-9_1.

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Trabalhos de conferências sobre o assunto "Structural performance"

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Hu, Ming. "Performance Driven Structural Design: Biomimicry in Structure". In 105th ACSA Annual Meeting Paper Proceedings. ACSA Press, 2017. http://dx.doi.org/10.35483/acsa.am.105.11.

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Since last century one of the iconic dichotomy that divides architectural designers into two groups performance and appearance. It is to our benefit to reconcile the performance-appearance debate and to provide an unambiguous definition of the related notions. And natural organism and system is a great model to follow. Biomimicry is the study of emulating and mimicking nature, where it has been used by designers to help in solving human problems1Biomimicry as an emerging field since late 1980s has been looking at advanced technologies derived from bio-inspired engineering at the different levels; however,the research of biomimicry application in the structure design field is lagging behind other design related fields, such as product design and material design. The paper is to provide a framework to answer the question: How do we make biomimicry concepts practical in the context of structural design and from what key perspectives? And to address how performance and appearance could be blended into one and measured and verified as a whole. This paper will address two important factors influencing structure performance: form-pattern making and the properties of materials. Numerous case studies will be used to demonstrate a variety of strategies corresponding to different levels of performance-driven structure design based on bioengineering. This paper aims to integrate material science and biology study into the research of architectural structure design.

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Law, Angus, Panagiotis Kotsovinos e Neal Butterworth. "Structural fire resilience for tall or unusual structures". In 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.

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Mura, I. "Application of fuzzy sets to structural reliability of existing structures". In HIGH PERFORMANCE STRUCTURES AND MATERIALS 2006. Southampton, UK: WIT Press, 2006. http://dx.doi.org/10.2495/hpsm06068.

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Lee, Du-Ho, Youn-Ju Jeong, Young-Jun You e Min-Su Park. "Structural Performance of the Optimum Floating Structure for Reduced Motion". In 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.

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In order to design a reliable floating structure, the hydrodynamic motion and structural performance under wave loadings should be reduced with the effects of wave-induced hydraulic pressure acting on the floating structure. In this study, analytical studies were carried out for optimum type to reduce the hydrodynamic motion and pressure of concrete floating structure. The optimum floating structure is combined with pontoon-type and hybrid-type floating structures, called combination-type floating structure. In order to verify reducing motion and improving structural performance of combination-type floating structure, analytical studies were carried out for the floating structures. After hydrodynamic analysis, the six degree motions of structure are investigated for fifth periods in shallow water. The hydrodynamic motions of combination-type are lower than other type of floating structures. It meant that the combination-type floating structure can be very efficient to reduce the wave forces acting on structures and be slightly influenced by the incident waves. In addition, to evaluate structural performance of floating structures under the critical wave load that presents maximum motion of floating structure. As the results of this study, the combination-type floating structure identified reducing hydrodynamic motion and excellent structural performance than other floating structures. However, high concentrated stress occurred at the edge of the bottom slab of the bow and stern parts where cylinder wall was connected to the bottom slab. Therefore, some alternatives which can be easily obtained from a simply modification of structural details are proposed to overcome these problems.

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"Aircraft design optimization with multidisciplinary performance criteria". In 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.

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"Measurements for Structural Performance Evaluation". In SP-143: New Experimental Techniques for Evaluating Concrete Material & Structural Performance. American Concrete Institute, 1994. http://dx.doi.org/10.14359/10046.

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Crawley, Edward, Brett Masters e T. Hyde. "Conceptual design methodology for high performance dynamic structures". In 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.

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8

CHEN, G. S., B. LURIE e B. WADA. "Experimental studies of adaptive structures for precision performance". In 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.

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9

BOSTIC, SUSAN. "A Vectorized Lanczos Eigensolver for High-Performance Computers". In 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.

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10

Yi, F., e S. J. Dyke. "Structural control systems: performance assessment". In Proceedings of 2000 American Control Conference (ACC 2000). IEEE, 2000. http://dx.doi.org/10.1109/acc.2000.878763.

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Relatórios de organizações sobre o assunto "Structural performance"

1

Lam, P. S., e M. J. Morgan. TRITIUM RESERVOIR STRUCTURAL PERFORMANCE PREDICTION. Office of Scientific and Technical Information (OSTI), novembro de 2005. http://dx.doi.org/10.2172/882295.

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2

LAM, POH-SANG. TRITIUM RESERVOIR STRUCTURAL PERFORMANCE PREDICTION (U). Office of Scientific and Technical Information (OSTI), novembro de 2005. http://dx.doi.org/10.2172/882654.

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3

Wellman, G. W. Computational and experimental of railgun structural performance. Office of Scientific and Technical Information (OSTI), dezembro de 1989. http://dx.doi.org/10.2172/5098027.

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4

Lanfranco, Giobatta. A study on D0 Run2b stave structural performance. Office of Scientific and Technical Information (OSTI), abril de 2002. http://dx.doi.org/10.2172/15011733.

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5

Yammarino, Francis J., William D. Spangler e Bernard M. Bass. Transformational Leadership and Performance: A Structural Equations Approach. Fort Belvoir, VA: Defense Technical Information Center, setembro de 1989. http://dx.doi.org/10.21236/ada211969.

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6

Hurley, John P., e John P. Kay. Task 6.3 - Engineering Performance of Advanced Structural Materials. Office of Scientific and Technical Information (OSTI), junho de 1997. http://dx.doi.org/10.2172/16124.

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7

Lanfranco, Giobatta. A study on D0 Run2b stave structural performance. Office of Scientific and Technical Information (OSTI), abril de 2002. http://dx.doi.org/10.2172/15017258.

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8

Natesan, K., Y. Momozaki, M. Li e D. L. Rink. Corrosion performance of advanced structural materials in sodium. Office of Scientific and Technical Information (OSTI), maio de 2012. http://dx.doi.org/10.2172/1041000.

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9

Berg, Andrew, e Jeffrey Sachs. The Debt Crisis: Structural Explanations of Country Performance. Cambridge, MA: National Bureau of Economic Research, junho de 1988. http://dx.doi.org/10.3386/w2607.

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10

Ebeling, Robert, e 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.), março de 2021. http://dx.doi.org/10.21079/11681/39881.

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Resumo:

This technical report documents the second of a two-phase research and development (R&D) study in support of the development of a combined Load and Resistance Factor Design (LRFD) methodology that accommodates geotechnical as well as structural design limit states for design of the U.S. Army Corps of Engineers (USACE) reinforced concrete, hydraulic navigation structures. To this end, this R&D effort extends reliability procedures that have been developed for other non-USACE structural systems to encompass USACE hydraulic structures. Many of these reinforced concrete, hydraulic structures are founded on and/or retain earth or are buttressed by an earthen feature. Consequently, the design of many of these hydraulic structures involves significant soil structure interaction. Development of the required reliability and corresponding LRFD procedures has been lagging in the geotechnical topic area as compared to those for structural limit state considerations and have therefore been the focus of this second-phase R&D effort. Design of an example T-Wall hydraulic structure involves consideration of five geotechnical and structural limit states. New numerical procedures have been developed for precise multiple limit state reliability calculations and for complete LRFD analysis of this example T-Wall reinforced concrete, hydraulic structure.

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