Academic literature on the topic 'Structural design – Research'

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Journal articles on the topic "Structural design – Research"

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He, Jia Nian, and Zhan Wang. "Research on Design Reference Period and Structural Design Method." Advanced Materials Research 368-373 (October 2011): 2364–68. http://dx.doi.org/10.4028/www.scientific.net/amr.368-373.2364.

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In structure design, for expressions with partial safety factors, partial safety factors and nominal value of loads are calculated based on the presupposition that the design reference period is 50 years. When the design reference period is not 50 years, it would cause unclear reliability of building structure by using expressions with partial safety factors following correlative codes yet. It may lead to hidden dangers in that way. In order to derive expressions with partial safety factors suitable for any design reference period, two useful methods are shown in this paper, modification of pa
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He, Fa Wei. "Research on Accuracy Design of Mechanical Design." Applied Mechanics and Materials 184-185 (June 2012): 412–16. http://dx.doi.org/10.4028/www.scientific.net/amm.184-185.412.

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Abstract. Mechanical design contains three part: firstly, organization design; according to working requirement of machine, properly choose transmission form and executive body, so as to realize mechanical movement, and the result is showed by mechanical movement diagram. Secondly, structural design; according to machine’s load level, Meeting the request of mechanical strength and service life consider Structure technology and assembly processes, and determine the machine’s parts and assembly drawings. And thirdly, accuracy design; according to the function requirement of machine, select the a
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Hao, Ting Yue. "Research Progress of Structural Seismic Design Thought." Advanced Materials Research 457-458 (January 2012): 1420–23. http://dx.doi.org/10.4028/www.scientific.net/amr.457-458.1420.

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Research progress of structural seismic design theory is analyzed and collated in this paper, including static analysis theory, theory of response spectrum, dynamic theory. The three theoretical research and design methods are analyzed and described in the paper one by one. At last, modern seismic design method which is called performance-based seismic design theory is compared and analyzed with the traditional anti-seismic design theory. Its advanced characteristics and advantages are obtained, which will be the core and development of seismic design ideas.
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Fan, Xue Qun, Li Xiang Zhang, Feng Xu, Yu Ming Gu, Jian Zhang, and Jia Wu Li. "The Structural Design Research of Bourdon Tube." Applied Mechanics and Materials 201-202 (October 2012): 279–82. http://dx.doi.org/10.4028/www.scientific.net/amm.201-202.279.

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Bourdon tube has been widely used in the fluid testing so far, and this paper introduces the chemical and physical behaviors of beryllium bronze QBe2.0 detailedly which mainly makes up bourdon tube; It analyzes the influences of elastic limit in bending on bourdon tube the chemical elements and coating technology bring; Simultaneously, it focuses on the design of the base of tube and the assembly body, points out the location of bourdon tube in bourdon tube pressure gauge; and the design of this paper can guarantee the normal work of bourdon tube in the sealed environment through the theory an
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Hao, Ting Yue. "Research Progress of Structural Seismic Design Thought." Advanced Materials Research 457-458 (January 2012): 1420–23. http://dx.doi.org/10.4028/scientific5/amr.457-458.1420.

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Shan, Yun Xiao. "Digital Structural Design and Research of Optical Microscope." Applied Mechanics and Materials 527 (February 2014): 190–96. http://dx.doi.org/10.4028/www.scientific.net/amm.527.190.

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The article has been discussed that it adopts step-by-step electric motor to come to auto-control through reforming the carrier and the objective lens£¬the design of the image acquisition device£¬adjustment mechanism of the Imaging lens is designed by adding the step-by-step electric motor pretending to realize high focusing accuracy and brings forward innovation design about the auto alignment device in micro field of view. This project aims to improve the ordinary microscopes and develop the digital acquisition system of the microscopic image which can accurately acquire the image informatio
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Zhang, Xue Song, and Jin Ping Chen. "The Research of Concrete Durability Design." Advanced Materials Research 163-167 (December 2010): 3055–60. http://dx.doi.org/10.4028/www.scientific.net/amr.163-167.3055.

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Durability design of the concrete structure directly concerns structural durability, the current system of the structural durability design has not formed, merely limited to theoretical analysis condition of the environmental zoning, material preparation and structure life. This article has carried on the durability design factor analysis ,including the environment function, the durable condition monitoring design, the life design, the state control, the material design, repairable design and the mechanical design, based on this the establishment durability design method system is proposed, an
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Galambos, Theodore V. "Structural Design Codes: The Bridge Between Research and Practice." IABSE Symposium Report 92, no. 31 (2006): 1–12. http://dx.doi.org/10.2749/222137806796168868.

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Pugnale, Alberto, and Mario Sassone. "Structural Reciprocity: Critical Overview and Promising Research/Design Issues." Nexus Network Journal 16, no. 1 (2014): 9–35. http://dx.doi.org/10.1007/s00004-014-0174-z.

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Liu, Guo Chun. "Research on the Detail Design of Aircraft Wings." Applied Mechanics and Materials 472 (January 2014): 394–97. http://dx.doi.org/10.4028/www.scientific.net/amm.472.394.

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Due to the lack of the wings detail design progress and the limitation of ordinary detail design ways for the complicated design of wings, while a new wing detail design process was proposed based on traditional wing structural design approach, including two parts: the sub-components design and the particular design. The process involves taking loads on initial proofing structure, structural design, FEM (Finite Element Methods) analysis, and buckling analysis, etc. In the particular design, the structural loads were calculated by the corresponding deformation based on the initial proofing desi
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Dissertations / Theses on the topic "Structural design – Research"

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White, Maurice Walter. "Verification and evaluation of structural analysis and design software." Thesis, Virginia Tech, 1991. http://hdl.handle.net/10919/41489.

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Nicholas, Roland Allan George. "Visual communication using structural package design : curvilinear box pattern study exploring consumer appeal." Thesis, Georgia Institute of Technology, 2001. http://hdl.handle.net/1853/22347.

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Arito, Philemon. "Influence of mix design parameters on restrained shrinkage cracking in non-structural concrete patch repair mortars." Doctoral thesis, University of Cape Town, 2018. http://hdl.handle.net/11427/27879.

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There is a dearth of clear and consistent information on the effects of mix design parameters, and their corresponding interactions, on restrained shrinkage cracking in non-structural concrete patch repair mortars (PRMs). This dearth of information makes the design and development of PRMs with improved resistance to cracking challenging. The problem is further compounded by the fact that the existing code of practice for concrete repair - the EN 1504-3:2005 - specifies many material properties such as chloride ion content, compressive strength, bond strength, skid resistance and capillary abso
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Ferguson, Steve, University of Western Sydney, College of Health and Science, and School of Engineering. "Limit states design of steel formwork shores." THESIS_CHS_ENG_Ferguson_S.xml, 2003. http://handle.uws.edu.au:8081/1959.7/565.

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Approximately half of all framework collapses occur during concrete placement. Researchers who have measured the actual loads in formwork shores consistently found that they differ from those predicted. There is some evidence that current methods tend towards underestimation. In Australia the current practice for designing steel formwork shores is set out in Australian Standard AS 3610-1990 Formwork for Concrete. It was the first national standard to be published in limit states format and departed from previous practice introducing new methods for the design of formwork shores. Prompted by do
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Tinker, John Andrew. "Development of an Ultra-Lightweight Buckling-Restrained Brace Using Analytical and Numerical Methods." PDXScholar, 2011. https://pdxscholar.library.pdx.edu/open_access_etds/447.

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An ultra-lightweight buckling-restrained brace (ULWBRB) is developed using a highly ductile aluminum core and FRP restrainer. Utilization of lightweight materials results in a BRB that is 25% the weight of traditional mortar-filled tube varieties allowing easy installation in small to medium sized buildings requiring seismic retrofit without the need for heavy equipment. Construction utilizes commonly stocked materials able to be customized for required strength, drift, and geometry limitations. Analytical single degree of freedom (SDOF) and Euler buckling models are compared with published eq
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Hamilton, Joseph Marshall. "Design and implementation of vibration data acquisition in Goodwin Hall for structural health monitoring, human motion, and energy harvesting research." Thesis, Virginia Tech, 2015. http://hdl.handle.net/10919/78108.

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From 2012 - 2015 a foundation for future research in Goodwin Hall was designed, tested,developed, and implemented through an instrumentation project supported by the College of Engineering at Virginia Polytechnic Institute and State University. This required the design and implementation of a distributed, networked, and synchronized data acquisition system along with supporting hardware and software capable of measuring 227 accelerometers placed in 129 locations throughout the building. This system will provide a platform for research into a variety of topics, including structural health monit
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Li, Wei. "Nonlinear effects in ground motion simulations: modeling variability, parametric uncertainty and implications in structural performance predictions." Diss., Georgia Institute of Technology, 2010. http://hdl.handle.net/1853/34658.

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While site effects are accounted for in most modern U.S. seismic design codes for building structures, there exist no standardized procedures for the computationally efficient integration of nonlinear ground response analyses in broadband ground motion simulations. In turn, the lack of a unified methodology affects the prediction accuracy of site-specific ground motion intensity measures, the evaluation of site amplification factors when broadband simulations are used for the development of hybrid attenuation relations and the estimation of inelastic structural performance when strong motion r
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Hutton, Amy C. "Assessing Acquiescence in Surveys Using Positively and Negatively Worded Questions." VCU Scholars Compass, 2017. http://scholarscompass.vcu.edu/etd/4679.

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The purpose of this study was to assess the impact of acquiescence on both positively and negatively worded questions, both when unidimensionality was assumed and when it was not. To accomplish this, undergraduate student responses to a previously validated survey of student engagement were used to compare several models of acquiescence, using a priori goodness-offit statistics as evidence for model fit, in order to develop a model that adequately accounted for acquiescence bias. Using a true experimental design, undergraduate students from a variety of classes at a large, urban university wer
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Oliveira, Maria Betânia de. "Estudo das estruturas de membrana: uma abordagem integrada do sistema construtivo, do processo de projetar e dos métodos de análise." Universidade de São Paulo, 2001. http://www.teses.usp.br/teses/disponiveis/18/18134/tde-06062006-145331/.

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As estruturas de membrana empregadas em coberturas são sistemas construtivos formados principalmente pela membrana estrutural, que ainda tem a função de vedar. As membranas estruturais são folhas flexíveis que resistem às ações externas devido à sua forma, às suas características físicas e ao seu pré tracionamento. O pré-tracionamento da membrana pode ser alcançado, ou através do seu estiramento por meio de cabos (estruturas de membrana protendida por cabos), ou através da atuação da pressão de gases (estruturas pneumáticas). Ambas estão sendo usadas em coberturas de centros esportivos, de áre
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Hur, Jieun. "Seismic performance evaluation of switchboard cabinets using nonlinear numerical models." Diss., Georgia Institute of Technology, 2012. http://hdl.handle.net/1853/45813.

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Past earthquake events have shown that seismic damage to electrical power systems in commercial buildings, hospitals, and other systems such as public service facilities can cause serious economic losses as well as operational problems. A methodology for evaluation of the seismic vulnerability of electrical power systems is needed and all essential components of the system must be included. A key system component is the switchboard cabinet which houses many different elements which control and monitor electrical power usage and distribution within a building. Switchboard cabinets vary in si
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Books on the topic "Structural design – Research"

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M, Pavlovic, ed. Steel structures: Recent research advances and their applications to design. Elsevier Applied Science Publishers, 1986.

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Geem, Zong Woo. Harmony search algorithms for structural design optimization. Springer, 2009.

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Japan) Management Panel on Collaboration Research Activities between JRC-ISIS & JBR (1st 1996 Tsukuba-shi. The first management panel on collaboration research activities between JRC-ISIS & JBRI. Building Research Institute, Ministry of Construction, Japan, 1996.

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International, Specialty Conference on Cold-Formed Steel Structures (8th 1986 St Louis Mo ). Recent research and developments in cold-formed steel design and construction. Department of Civil Engineering, University of Missouri-Rolla, 1986.

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Zhang, Helen, and David Jin. Advanced research on advanced structure, materials and engineering: Selected, peer reviewed papers from the 2011 International Conference on Advanced Research on Advanced Structure, Materials and Engineering (ASME 2011), December 24-25, 2011, Beijing, China. Trans Tech Publication, 2012.

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Farkas, József. Optimum Design of Steel Structures. Springer Berlin Heidelberg, 2013.

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Sio-Iong, Ao, and SpringerLink (Online service), eds. Advances in Industrial Engineering and Operations Research. Springer Science+Business Media, LLC, 2008.

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Eberhardshtayner, Yozef, Sergey Leonovich, and Valentin Dorkin. Design models of structural building materials under multiaxial stress. INFRA-M Academic Publishing LLC., 2020. http://dx.doi.org/10.12737/1082947.

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The monograph presents the results of experimental and theoretical studies of the behavior of wood and concrete of various structures under biaxial and triaxial compression. It contains a systematic classification of existing models for concrete that link three-axis nonlinear elastic stresses and deformations, as well as research and subsequent evaluation of some basic models from the point of view of their possible use in the framework of spatial load analysis using FEM. It is intended for scientific and engineering workers of research and design organizations.
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Enzo Siviero: Bridgescape : opere e progetti 1999-2010. La scula di Pitagoras editrice, 2009.

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Anderson, John E., Christian Bucher, Bruno Briseghella, Xin Ruan, and Tobia Zordan, eds. Sustainable Structural Engineering. International Association for Bridge and Structural Engineering (IABSE), 2015. http://dx.doi.org/10.2749/sed014.

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<p>Sustainability is the defining challenge for engineers in the twenty-first century. In addition to safe, economic, and effi-cient structures, a new criterion, sustainable, must be met. Furthermore, this new design paradigm–addressing social, economic, and environmental aspects–requires prompt action. In particular, mitigation of climate change requires sustainable solutions for new as well as existing structures. Taking from both practice and research, this book provides engineers with applicable, timely, and innovative information on the state-of-the-art in sustainable structural des
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Book chapters on the topic "Structural design – Research"

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Ben-Tal, Aharon, and Arkadi Nemirovski. "Structural Design." In International Series in Operations Research & Management Science. Springer US, 2000. http://dx.doi.org/10.1007/978-1-4615-4381-7_15.

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Khot, N. S., and D. E. Veley. "Optimum Structural/Control Design with Robustness Constraints." In Contemporary Research in Engineering Science. Springer Berlin Heidelberg, 1995. http://dx.doi.org/10.1007/978-3-642-80001-6_15.

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Wang, Yanzhong, Xiaomeng Chu, and Jingbo Guo. "Research on Optimization of Face Gear Grinding Machine Structure Design Based on Dynamic Performance of Machine Tool." In Structural Integrity. Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-91989-8_63.

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Johansen, G. Eric, Roy Wilson, Frederic Roll, et al. "Design Application of a Prestressed FRP/Kevlar Cable Structural System." In Research Transformed into Practice. American Society of Civil Engineers, 1995. http://dx.doi.org/10.1061/9780784400944.ch11.

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Haidn, Oskar J., Nikolaus A. Adams, Rolf Radespiel, et al. "Collaborative Research for Future Space Transportation Systems." In Notes on Numerical Fluid Mechanics and Multidisciplinary Design. Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-53847-7_1.

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Abstract This chapter book summarizes the major achievements of the five topical focus areas, Structural Cooling, Aft-Body Flows, Combustion Chamber, Thrust Nozzle, and Thrust-Chamber Assembly of the Collaborative Research Center (Sonderforschungsbereich) Transregio 40. Obviously, only sample highlights of each of the more than twenty individual projects can be given here and thus the interested reader is invited to read their reports which again are only a summary of the entire achievements and much more information can be found in the referenced publications. The structural cooling focus area included results from experimental as well as numerical research on transpiration cooling of thrust chamber structures as well as film cooling supersonic nozzles. The topics of the aft-body flow group reached from studies of classical flow separation to interaction of rocket plumes with nozzle structures for sub-, trans-, and supersonic conditions both experimentally and numerically. Combustion instabilities, boundary layer heat transfer, injection, mixing and combustion under real gas conditions and in particular the investigation of the impact of trans-critical conditions on propellant jet disintegration and the behavior under trans-critical conditions were the subjects dealt with in the combustion chamber focus area. The thrust nozzle group worked on thermal barrier coatings and life prediction methods, investigated cooling channel flows and paid special attention to the clarification and description of fluid-structure-interaction phenomena I nozzle flows. The main emphasis of the focal area thrust-chamber assembly was combustion and heat transfer investigated in various model combustors, on dual-bell nozzle phenomena and on the definition and design of three demonstrations for which the individual projects have contributed according to their research field.
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Al-Obeidallah, Mohammed Ghazi, Miltos Petridis, and Stelios Kapetanakis. "A Structural Rule-Based Approach for Design Patterns Recovery." In Software Engineering Research, Management and Applications. Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-61388-8_7.

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Nolle, L., and J. A. Bland. "Self-Adaptive Stepsize Search Applied to Optimal Structural Design." In Research and Development in Intelligent Systems XXVII. Springer London, 2010. http://dx.doi.org/10.1007/978-0-85729-130-1_27.

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Purwar, Anupam. "Thermo-Structural Design of Strut Based Flame Holder for Scramjet Combustor." In Research into Design for Communities, Volume 1. Springer Singapore, 2017. http://dx.doi.org/10.1007/978-981-10-3518-0_10.

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Zhu, Chunxia, and Chengzhu Hu. "Research on Structural Size Optimization of 3-TPT Parallel Mechanism Based on Stiffness Characteristics." In Advances in Mechanical Design. Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-32-9941-2_79.

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Paul, Debdas, Layla Koohi Fayegh Dehkordi, Malte von Scheven, Manfred Bischoff, and Nicole Radde. "Structural Design with Biological Methods: Optimality, Multi-functionality and Robustness." In Biomimetic Research for Architecture and Building Construction. Springer International Publishing, 2016. http://dx.doi.org/10.1007/978-3-319-46374-2_17.

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Conference papers on the topic "Structural design – Research"

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MURROW, HAROLD, KERMIT PRATT, and JOHN HOUBOLT. "NACA/NASA research related to evolution of U.S. gust design criteria." In 30th Structures, Structural Dynamics and Materials Conference. American Institute of Aeronautics and Astronautics, 1989. http://dx.doi.org/10.2514/6.1989-1373.

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Zareian, Farzin, and Helmut Krawinkler. "Structural System Selection Using Performance-Based Design." In Research Frontiers at Structures Congress 2007. American Society of Civil Engineers, 2007. http://dx.doi.org/10.1061/40944(249)24.

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Červenka, Miroslav, and Rostislav Koštial. "Layout optimisation method for active structural health monitoring." In 13th Research and Education in Aircraft Design. Fakulta strojniho inzenyrstvi VUT v Brne, 2019. http://dx.doi.org/10.13164/conf.read.2018.14.

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Tuholski, Stan J., and Iris D. Tommelein. "Structural Design Iteration: The Application of DSM to Seismic Retrofit." In Construction Research Congress 2009. American Society of Civil Engineers, 2009. http://dx.doi.org/10.1061/41020(339)106.

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Mekky, Waleed, and Wael El-Dakhakhni. "Blast Analysis, Design and Research: A Canadian Perspective." In ASME 2012 Pressure Vessels and Piping Conference. American Society of Mechanical Engineers, 2012. http://dx.doi.org/10.1115/pvp2012-78627.

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In order to protect structures against accidental or deliberate blast loads, special expertise and knowledge are necessary to ensure adequate performance of the structural systems. Although the structure may require an extensive repair following a blast event, the main goal of the protective design is to avoid structural progressive collapse and minimize fragments. Blast loading is very different from other forms of dynamic loading generally analyzed by structural engineers. Peak pressures are several orders of magnitude higher than those associated with other typical dynamic loads, and blast
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Hale, Richard, Jessica Landes, and P. Balaji Kaushik. "Structural Design and Simulation of Ultralightweight Technology for Research in Astronomy." In 47th AIAA/ASME/ASCE/AHS/ASC Structures, Structural Dynamics, and Materials Conference
14th AIAA/ASME/AHS Adaptive Structures Conference
7th
. American Institute of Aeronautics and Astronautics, 2006. http://dx.doi.org/10.2514/6.2006-2214.

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Maroldi, Fabio, Riccardo Dell'orto, and Paolo Ferioli. "(RE)THINKING STRUCTURAL DESIGN STRATEGIES. LEARNING FROM ERRORS." In 13th annual International Conference of Education, Research and Innovation. IATED, 2020. http://dx.doi.org/10.21125/iceri.2020.2189.

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Yining, Chen. "Research on the AI and ML Applications to Structural Systems." In 2020 International Conference on Intelligent Design (ICID). IEEE, 2020. http://dx.doi.org/10.1109/icid52250.2020.00009.

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Duan, Shuyu. "Research on Structural Design of Long-Life Asphalt Pavement." In 2020 5th International Conference on Electromechanical Control Technology and Transportation (ICECTT). IEEE, 2020. http://dx.doi.org/10.1109/icectt50890.2020.00109.

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Mrzygłód, Mirosław W., and Tadeusz Łagoda. "Numerical procedures of multiaxial fatigue for structural design." In INTERNATIONAL CONFERENCE ON THE METHODS OF AEROPHYSICAL RESEARCH (ICMAR 2018). Author(s), 2018. http://dx.doi.org/10.1063/1.5066402.

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Reports on the topic "Structural design – Research"

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Ebeling, Robert, та 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.), 2021. http://dx.doi.org/10.21079/11681/39881.

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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 structur
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Hughes, S. Preliminary Structural Design Conceptualization for Composite Rotor for Verdant Power Water Current: Cooperative Research and Development Final Report, CRADA Number CRD-08-296. Office of Scientific and Technical Information (OSTI), 2011. http://dx.doi.org/10.2172/1008203.

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Woodson, Stanley C., and William A. Price. Improved Strength Design of Reinforced Concrete Hydraulic Structures - Research Support. Defense Technical Information Center, 1992. http://dx.doi.org/10.21236/ada251470.

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Vavrin, John L., Ghassan K. Al-Chaar, Eric L. Kreiger, et al. Automated Construction of Expeditionary Structures (ACES) : Energy Modeling. Engineer Research and Development Center (U.S.), 2021. http://dx.doi.org/10.21079/11681/39641.

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The need to conduct complex operations over time results in U.S. forces remaining in deployed locations for long periods. In such cases, more sustainable facilities are required to better accommodate and protect forward deployed forces. Current efforts to develop safer, more sustainable operating facilities for contingency bases involve construction activities that redesign the types and characteris-tics of the structures constructed, reduce the resources required to build, and reduce resources needed to operate and maintain the com-pleted facilities. The Automated Construction of Expeditionar
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Diggs, Brandy N., Richard J. Liesen, Michael P. Case, Sameer Hamoush, and Ahmed C. Megri. Automated Construction of Expeditionary Structures (ACES) : Energy Modeling. Engineer Research and Development Center (U.S.), 2021. http://dx.doi.org/10.21079/11681/39759.

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The need to conduct complex operations over time results in U.S. forces remaining in deployed locations for long periods. In such cases, more sustainable facilities are required to better accommodate and protect forward deployed forces. Current efforts to develop safer, more sustainable operating facilities for contingency bases involve construction activities that redesign the types and characteris-tics of the structures constructed, reduce the resources required to build, and reduce resources needed to operate and maintain the com-pleted facilities. The Automated Construction of Expeditionar
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Dvorak, George J. Mechanism-Based Design of Composite Structures. Volume II: Research Papers on Micromechanics and Computer-Aided Design Tools. Defense Technical Information Center, 1997. http://dx.doi.org/10.21236/ada336916.

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Al-Chaar, Ghassan K., Peter B. Stynoski, Todd S. Rushing, et al. Automated Construction of Expeditionary Structures (ACES) : Materials and Testing. Engineer Research and Development Center (U.S.), 2021. http://dx.doi.org/10.21079/11681/39721.

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Complex military operations often result in U.S. forces remaining at deployed locations for long periods. In such cases, more sustaina-ble facilities are required to better accommodate and protect forward-deployed forces. Current efforts to develop safer, more sustaina-ble operating facilities for contingency bases involve construction activities that require a redesign of the types and characteristics of the structures constructed, that reduce the resources required to build, and that decrease the resources needed to operate and maintain the completed facilities. The Automated Construction of
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Piper, Benjamin, Yasmin Sitabkhan, Jessica Mejia, and Kellie Betts. Effectiveness of Teachers’ Guides in the Global South: Scripting, Learning Outcomes, and Classroom Utilization. RTI Press, 2018. http://dx.doi.org/10.3768/rtipress.2018.op.0053.1805.

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This report presents the results of RTI International Education’s study on teachers' guides across 13 countries and 19 projects. Using quantitative and qualitative methods, we examine how teachers’ guides across the projects differ and find substantial variation in the design and structure of the documents. We develop a scripting index so that the scripting levels of the guides can be compared across projects. The impact results of the programs that use teachers’ guides show significant impacts on learning outcomes, associated with approximately an additional half year of learning, showing tha
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Sharp, Jeremy, Locke Williams, Duncan Bryant, et al. Rough River Outlet Works physical model study. Engineer Research and Development Center (U.S.), 2021. http://dx.doi.org/10.21079/11681/41043.

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The US Army Corps of Engineers, Louisville District, requested the support and assistance of the US Army Engineer Research and Development Center, Coastal and Hydraulics Laboratory (CHL), in the evaluation of the hydraulic performance of the replacement Outlet Works for Rough River Dam. To support the design effort, CHL constructed a 1:25.85 scale physical model. The proposed features of the model in the domain are the curved approach channel, intake structure, transition, curved conduit, stilling basin, concrete apron, and retreat channel. Tests performed to evaluate the hydraulic performance
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Roesler, Jeffery, Sachindra Dahal, Dan Zollinger, and W. Jason Weiss. Summary Findings of Re-engineered Continuously Reinforced Concrete Pavement: Volume 1. Illinois Center for Transportation, 2021. http://dx.doi.org/10.36501/0197-9191/21-011.

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This research project conducted laboratory testing on the design and impact of internal curing on concrete paving mixtures with supplementary cementitious materials and evaluated field test sections for the performance of crack properties and CRCP structure under environmental and FWD loading. Three experimental CRCP sections on Illinois Route 390 near Itasca, IL and two continuously reinforced concrete beams at UIUC ATREL test facilities were constructed and monitored. Erodibility testing was performed on foundation materials to determine the likelihood of certain combinations of materials as
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