Thematische Bibliographien / Joints (Engineering) Design and construction

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Auswahl der wissenschaftlichen Literatur zum Thema „Joints (Engineering) Design and construction“

Autor: Grafiati

Veröffentlicht am 4. Juni 2021

Zuletzt aktualisiert am 28. Januar 2023

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Zeitschriftenartikel zum Thema "Joints (Engineering) Design and construction"

Hao, Yan E., and Yong Qiang Lan. "Analysis on Setting Joints Technology in the Concrete Structure Buildings." Advanced Materials Research 971-973 (June 2014): 2052–56. http://dx.doi.org/10.4028/www.scientific.net/amr.971-973.2052.

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If reasonable joint is set in the design and construction of concrete structure buildings in advance as required, it can not only avoid or alleviate structural cracking and guarantee the quality of engineering construction, but also be good to improve the structural integrality and durability and lengthen service life of the buildings. This paper states the main types and functions of joints in the design and construction of reinforced concrete structure buildings. Then the major forms of setting joint technology are analyzed and discussed so as to provide references for relevant engineering t

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He, Chang, Faxing Ding, and Yujie Yu. "Teaching Reform of Advanced Steel Structure Course Based on Accident Cases -Taking the Joint Design as an Example." Journal of Education and Development 6, no. 1 (March 30, 2022): 22. http://dx.doi.org/10.20849/jed.v6i1.1072.

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The construction measures of steel structure joints have an important impact on the overall steel structure, the safety of the joint itself and the seismic performance of the structure. In the teaching of the node chapter of Advanced Steel Structure Course for undergraduates majoring in civil engineering, the focus is on teaching the calculation and design method of nodes, and only introductory explanations are given for the construction measures of nodes, and the students' learning effect is not satisfactory. This paper analyzed the current situation of teaching in the chapter of steel struct

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Deineko, Andrei V., Valentina A. Kurochkina, Irina Yu Yakovleva, and Aleksandr N. Starostin. "Design of reinforced concrete slabs subject to the construction joints." Vestnik MGSU, no. 9 (September 2019): 1106–20. http://dx.doi.org/10.22227/1997-0935.2019.9.1106-1120.

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Introduction. When erecting monolithic reinforced concrete floor slabs, a necessity of construction joints arises. The construction joints are the areas of structural weakening. The construction practice shows that the compliance with the correct technology of the construction joint arrangement is not a sufficient condition to ensure the strength balance of reinforced concrete floor slabs. As a result, the stress-deformation state calculated on the assumption of the concrete slab solidity deviates from the actual state. The relevance of the task is determined by the fact that the conformity of

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Xiang, Wei Ming, Xian Chang Zheng, Kai Peng Shen, and Ming Zhou. "Design of Broad-Columns Joint and Analysis of Stress for Top-down Construction Method of Underground Engineering." Advanced Materials Research 594-597 (November 2012): 1214–18. http://dx.doi.org/10.4028/www.scientific.net/amr.594-597.1214.

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According to the force problems caused by changing of structure forms of broad-column joints when using top-down construction method, this paper introduces the process of top-down construction method and design method of broad-column joint, using finite element software to analyze the stress of ring beam around broad-column joint, which is verified that adopting ring beam is safety and reliable, ring beam can transfer load and bear moment effectively, the strength of outsourcing column will be checked, finally it summarizes the characteristics of ring beam using top-down construction method.

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Liu, Hongtao, Qiushi Yan, and Xiuli Du. "Seismic performance comparison between precast beam joints and cast-in-place beam joints." Advances in Structural Engineering 20, no. 9 (October 20, 2016): 1299–314. http://dx.doi.org/10.1177/1369433216674952.

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Precast reinforced concrete structures are widely used due to many constructional advantages such as faster construction speed, lower construction cost, being environmentally friendly, higher strength, and so on. To study the seismic performance of precast reinforced concrete structures, tests on beam-to-column joints of precast reinforced concrete structures were conducted under low reversed cyclic loading. In total, four joint specimens were produced in this study, including two precast joints and two cast-in-place joints. In addition to the comparison between different types of joints, the

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Bródka, J. "Design Of Hollow Section Overlap Joints With Reinforcing Rib Plate. Joint Resistance." Archives of Civil Engineering 61, no. 1 (March 1, 2015): 3–16. http://dx.doi.org/10.1515/ace-2015-0001.

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AbstractThese joints are used when the designer and contractor anticipate difficulties during the construction of overlap joints. They were not included in the PN EN 1993-1-8 in full scale. Resistance assessment of such joints is presented in accordance with standard rules. The results were compared with the experimental studies carried out at the “Mostostal” Centre; while the former research activities and the legitimacy of the proposed method of assessing the resistance of these joints was confirmed. This is an example of an overlap joint calculation.

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Woytowich, Richard. "Riveted Hull Joint Design in RMS Titanic and Other Pre—World War I Ships." Marine Technology and SNAME News 40, no. 02 (April 1, 2003): 82–92. http://dx.doi.org/10.5957/mt1.2003.40.2.82.

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Beginning with an overview of riveted joint construction, this paper shows that the efficiency of riveted joints in pre-World War I ships decreased as plate thickness increased. In the case of the RMS Titanic, some of the joints involved in the iceberg impact were only about 27% as strong as the plates they connected. A finite element model is used to show how such a joint would respond to the sort of out-of-plane load that the iceberg would have applied. For one possible load configuration, the joint failure is recreated. Finally, although Titanic and her sisters were not built to class, the

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Malhotra, S. K., and B. Thomas. "Effect of interface gap on load–slip characteristics of timber joints fabricated with multiple nails." Canadian Journal of Civil Engineering 12, no. 1 (March 1, 1985): 104–13. http://dx.doi.org/10.1139/l85-011.

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An experimental program, exploratory in nature, has been carried out to investigate the effect of interface gap on the load–slip behaviour of joints fabricated with multiple nails. In total, 320 joint specimens have been tested. Modification factors are developed to account for the effects of number of nails and interface gap on the overall load-carrying capacity of joints with multiple nails. The current practice for the design of nailed joints is that a joint fastened together with multiple nails in a row, regardless of the interface characteristics of that joint, carries lateral load equal

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Lu, Wei, Qi Wang, Bei Jiang, Shuo Xu, Bohong Liu, Peng Zhang, and Zhenhua Jiang. "Comparative study on bearing mechanism and design parameters of confined concrete arch joints in deep soft rock roadway." International Journal of Coal Science & Technology 6, no. 4 (November 12, 2019): 493–504. http://dx.doi.org/10.1007/s40789-019-00272-5.

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Abstract Square confined concrete arch is increasingly used in deep soft rock roadway support because of its advantages of high strength and construction convenience. However, the design of confined concrete arch in underground engineering still remains in experience-based method and lacks quantitative analysis. As a connecting component between arch sections, the connection joints have an important influence on the internal force distribution and failure mechanism of support arch. Therefore, a reasonable design of arch joints is the premise of rational support design. Taking Liangjia Coal Min

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Støver, Eva Armstrong, Marte Haugen Sundsøy, Erlend Andenæs, Stig Geving, and Tore Kvande. "Rain Intrusion through Horizontal Joints in Façade Panel Systems—Experimental Investigation." Buildings 12, no. 10 (September 21, 2022): 1497. http://dx.doi.org/10.3390/buildings12101497.

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Façade panel systems with horizontal open joints are commonly used on larger buildings in Nordic countries. Excessive water intrusion through open joints may cause deterioration of the façade, a concern exacerbated by climate change. Previous studies have shown that current design recommendations for open-joint façade panel systems may not be optimal to prevent water intrusion. It is therefore of interest to investigate the watertightness of different design solutions for horizontal joints to inform recommendations for more durable façades. Large-scale measurements are conducted in a driving r

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Dissertationen zum Thema "Joints (Engineering) Design and construction"

Wang, Xiaoping, and 王曉平. "Generalized artificial finger joint design process employing reverse engineering techniques." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2003. http://hub.hku.hk/bib/B2953527X.

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黃崑 and Kun Huang. "Design and detailing of diagonally reinforced interior beam-column joints for moderate seismicity regions." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2003. http://hub.hku.hk/bib/B31244233.

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Zhu, Min. "Design of automotive joints : using optimization to translate performance criteria to physical design parameters /." Diss., This resource online, 1994. http://scholar.lib.vt.edu/theses/available/etd-06062008-165515/.

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Steele, Alexander Gabriel. "Biomimetic Design and Construction of a Bipedal Walking Robot." PDXScholar, 2018. https://pdxscholar.library.pdx.edu/open_access_etds/4486.

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Human balance and locomotion control is highly complex and not well understood. To understand how the nervous system controls balance and locomotion works, we test how the body responds to controlled perturbations, the results are analyzed, and control models are developed. However, to recreate this system of control there is a need for a robot with human-like kinematics. Unfortunately, such a robotic testbed does not exist despite the numerous applications such a design would have in mobile robotics, healthcare, and prosthetics. This thesis presents a robotic testbed model of human lower legs

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El-Amoury, Tarek Abbas Ghobarah Ahmed. "Seismic rehabilitation of concrete frame beam-column joints /." *McMaster only, 2004.

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Radice, Joshua J. "The analysis and design of adhesively bonded composite structures." Access to citation, abstract and download form provided by ProQuest Information and Learning Company; downloadable PDF file 1.10Mb , 279 p, 2005. http://gateway.proquest.com/openurl?url_ver=Z39.88-2004&res_dat=xri:pqdiss&rft_val_fmt=info:ofi/fmt:kev:mtx:dissertation&rft_dat=xri:pqdiss:3181889.

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Yuan, Lie Ping. "Partial interaction behaviour of bolted side plated reinforced concrete beams." Title page, abstract and contents only, 2003. http://web4.library.adelaide.edu.au/theses/09PH/09phl7161.pdf.

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Includes bibliographical references (p. 185-189) Aims to determine the effect of partial interaction on the behaviour of the concrete beam, plate and bolt connector components of the composite plated beam. Develops design rules for the determination of the ultimate capacity for bolted plate reinforced composite beams.

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Melcher, Ryan James. "Characterization of polymer matrix composites and adhesively bonded joints in a cryotank environment." Thesis, Georgia Institute of Technology, 2002. http://hdl.handle.net/1853/16035.

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Mostert, Louwrens Hubert. "Design and construction preferences for connections in the precast concrete industry of South Africa." Thesis, Stellenbosch : Stellenbosch University, 2014. http://hdl.handle.net/10019.1/96036.

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Thesis (MEng)--Stellenbosch University, 2014.<br>ENGLISH ABSTRACT: Precast concrete has been used for decades in the construction industry, locally as well as internationally. Rapid urban development and the need for shorter construction periods for building and infrastructure projects have however encouraged more use of precast concrete construction. The improved speed of construction, high quality and less labour requirements that precast offers makes it an effective type of construction method for modern development. The utilization of various precast concrete systems has been frequent

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Zerkane, Ali S. H. "Cyclic Loading Behavior of CFRP-Wrapped Non-Ductile Reinforced Concrete Beam-Column Joints." PDXScholar, 2016. http://pdxscholar.library.pdx.edu/open_access_etds/3000.

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Use of fiber reinforced polymer (FRP) material has been a good solution for many problems in many fields. FRP is available in different types (carbon and glass) and shapes (sheets, rods, and laminates). Civil engineers have used this material to overcome the weakness of concrete members that may have been caused by substandard design or due to changes in the load distribution or to correct the weakness of concrete structures over time specially those subjected to hostile weather conditions. The attachment of FRP material to concrete surfaces to promote the function of the concrete members with

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Bücher zum Thema "Joints (Engineering) Design and construction"

Mittal, K. L., and S. Kumar. Advances in modeling and design of adhesively bonded systems. Hoboken, New Jersey: Scrivener Publishing/Wiley, 2013.

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Wisbacher, Jürgen. Methoden zur rationellen Automatisierung der Montage von Schnellbefestigungselementen. Berlin: Springer, 1992.

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Clough, D. P. Design of connections for precast prestressed concrete buildings for the effects of earthquake. Chicago, Ill: PCI, 1986.

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Prodan, V. D. Tekhnika germetizat͡s︡ii razʺemnykh nepodvizhnykh soedineniĭ. Moskva: "Mashinostroenie", 1991.

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Shchetinin, G. M. Mekhanizat͡s︡ii͡a︡ obrazovanii͡a︡ soedineniĭ pri sborke aviat͡s︡ionnykh konstrukt͡s︡iĭ. Moskva: Izd-vo "Mashinostroenie", 1987.

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M, Murray Thomas. Flush and extended multiple-row moment end-plate connections. Chicago, IL: American Institute of Steel Construction, 2002.

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Dexter, Robert J. Performance testing for modular bridge joint systems. Washington, D.C: National Research Council, Transportation Research Board, 2002.

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Design for FRP composite connections. Reston, VA: American Society of Civil Engineers, 2002.

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Brown, D. G. Design capacity of kidney-shaped slotted connections. Ascot: Steel Construction Institute, 1998.

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SAC Joint Venture. Guidelines Development Committee. Recommended specifications and quality assurance guidelines for steel moment-frame construction for seismic applications. [Sacramento, Calif.]: SAC Joint Venture, 2000.

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Buchteile zum Thema "Joints (Engineering) Design and construction"

Zhu, Weidong, Xiwen Zhang, and Liangliang Zhang. "Analysis of Deformation Characteristics of Large Diameter Shield Tunnel with Construction Load." In Lecture Notes in Civil Engineering, 455–61. Singapore: Springer Singapore, 2022. http://dx.doi.org/10.1007/978-981-19-1260-3_41.

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AbstractWith the rapid development of the method of shield tunnel in our country, the shield in the tunnel and the internal structure exist a lot of prefabricated and assembled internal structure can be roughly divided into full cast-in-place, full precast, and precast and cast-in-place structure. However, it has the disadvantages of more internal structural joints, poor waterproof performance, and complex structural stress. Therefore, combined with the actual engineering case, the construction process is simulated by using the finite element analysis software, and the influence of the segmental and internal structure cooperative deformation and joint mechanical performance is considered to further analyze the deformation characteristics of shield tunnel assembly internal structure, which can provide a reference for the construction and design of similar projects.

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Truong, Anh-Duy, Van-Son Dinh, Van-Sang Pham, and Manh-Tuan Ha. "Design and Construction for Computational Models of Ultrasonic Transducers." In The AUN/SEED-Net Joint Regional Conference in Transportation, Energy, and Mechanical Manufacturing Engineering, 1042–63. Singapore: Springer Nature Singapore, 2022. http://dx.doi.org/10.1007/978-981-19-1968-8_89.

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Mercado-Aguirre, Isabela M., and Sonia H. Contreras-Ortiz. "Design and Construction of a Wearable Wireless Electrogoniometer for Joint Angle Measurements in Sports." In VII Latin American Congress on Biomedical Engineering CLAIB 2016, Bucaramanga, Santander, Colombia, October 26th -28th, 2016, 389–92. Singapore: Springer Singapore, 2017. http://dx.doi.org/10.1007/978-981-10-4086-3_98.

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Maly, Pavel, and Frantisek Lopot. "FE Analysis of Load Distribution in Clinched Joints Array." In Current Methods of Construction Design, 343–50. Cham: Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-33146-7_39.

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Oakland, John S., and Marton Marosszeky. "Process re-design/engineering." In Total Construction Management, 269–84. Abingdon, Oxon ; New York, NY : Routledge is an imprint of the: Routledge, 2017. http://dx.doi.org/10.4324/9781315694351-13.

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Dzimko, Marián, Matúš Kovaliček, Eva Gajdošová, and Yoshinori Takeichi. "Experimental Verification of Tribological Properties of Thin Coatings for Artificial Human Joints." In Current Methods of Construction Design, 473–80. Cham: Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-33146-7_54.

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Migliaccio, Giovanni C., and Len Holm. "Design review." In Introduction to Construction Project Engineering, 119–31. Abingdon, Oxon : Routledge, 2018.: Routledge, 2018. http://dx.doi.org/10.1201/9781315185811-10.

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Zhang, Yufen, and Degang Guo. "Blind Bolted T-Plate Joints in Prefabricated Construction." In Springer Tracts in Civil Engineering, 203–31. Singapore: Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-8089-5_9.

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Mashwama, Nokulunga, Didi Thwala, and Clinton Aigbavboa. "Obstacles of Sustainable Construction Project Management in South Africa Construction Industry." In Sustainable Ecological Engineering Design, 305–14. Cham: Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-44381-8_23.

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Warren, Dene R. "Foundation Construction and Design." In Civil Engineering Construction Design and Management, 120–64. London: Macmillan Education UK, 1996. http://dx.doi.org/10.1007/978-1-349-13727-5_6.

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Konferenzberichte zum Thema "Joints (Engineering) Design and construction"

Jocic, Misa. "Satisfying Piping Stress and Flexibility Requirements With the Implementation of Expansion Joints: Techno-Economical Optimization." In ASME 2012 11th Biennial Conference on Engineering Systems Design and Analysis. American Society of Mechanical Engineers, 2012. http://dx.doi.org/10.1115/esda2012-82206.

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There have been various attempts to deal with the optimization of solutions which involve expansion joints in piping systems where sufficient flexibility can’t be found using suitable pipe routing. The difficulty of piping designs which involve expansion joints is that they rely upon two engineering expertises: Pipe Flexibility and Stress Analysis on one side and Expansion Joint Design and Construction on the other. Arguably distinctively different, they have been looked upon as totally detached engineering disciplines and it is rarely that companies have two of these experts residing under th

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Hedhmati, Mohsen, Reza Haghani, and Mohammad Al-Emrani. "Durability of Adhesively Bonded CFRP/Steel Joints in Civil Engineering Applications." In IABSE Congress, Stockholm 2016: Challenges in Design and Construction of an Innovative and Sustainable Built Environment. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2016. http://dx.doi.org/10.2749/stockholm.2016.1575.

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Ong, Chong Yong, Kok Keong Choong, Tai Boon Ong, Kenny Chia, and Wong Fook Kan. "Design and Construction of Triple-Span Precast Concrete Open Spandrel Arch Bridge." In IABSE Conference, Kuala Lumpur 2018: Engineering the Developing World. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2018. http://dx.doi.org/10.2749/kualalumpur.2018.0925.

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<p>Design and construction of a triple-span precast concrete open spandrel arch bridge over a river for an integrated commercial and residential development project is presented. Due to the bridge skew angle and necessity for the newly constructed bridge to serve as one of the landmark along the river for this project, a triple-span precast arch bridge with open-spandrel concept was designed with special consideration to aspect of speedy construction. Precast construction technique was adopted with three main precast concrete components, namely open-spandrel supporting arch frame, tie be

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Kong, Xianwen. "Variable Degree-of-Freedom Spatial Mechanisms Composed of Four Circular Translation Joints." In ASME 2020 International Design Engineering Technical Conferences and Computers and Information in Engineering Conference. American Society of Mechanical Engineers, 2020. http://dx.doi.org/10.1115/detc2020-22332.

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Abstract This paper deals with the construction and reconfiguration analysis of a spatial mechanism composed of four circular translation (G) joints. Two links connected by a G joint, which can be in different forms such as a planar parallelogram, translate along a circular trajectory with respect to each other. A spatial 4G mechanism, which is composed of four G joints, usually has 1-DOF (degree-of-freedom). Firstly, a 2-DOF 4G mechanism is constructed. Then a novel variable-DOF spatial 4G mechanism is constructed starting from the 2-DOF 4G mechanism using the approach based on screw theory.

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Nelson, Todd G., Luis M. Baldelomar Pinto, Jared T. Bruton, Zhicheng Deng, Curtis G. Nelson, and Larry L. Howell. "Deployable Convex Generalized Cylindrical Surfaces Using Torsional Joints." In ASME 2020 International Design Engineering Technical Conferences and Computers and Information in Engineering Conference. American Society of Mechanical Engineers, 2020. http://dx.doi.org/10.1115/detc2020-22551.

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Abstract The ability to deploy a planar surface to a desired convex profile can enhance foldable or morphing airfoils, deployable antennae and reflectors, and other applications where a specific profile geometry is desired from a planar sheet. A model using a system of rigid links joined by torsional springs of tailorable stiffness is employed to create an approximate curved surface when two opposing tip loads are applied. The physical implementation of the model uses compliant torsion bars as the torsion springs. A multidimensional optimization algorithm is presented to minimize the error fro

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Cole, G. K., R. Pinna, B. F. Ronalds, and P. Romagnolo. "Investigation of a Simplified Fatigue Reliability Model for Optimising the Design of Tubular Joints." In ASME 2002 21st International Conference on Offshore Mechanics and Arctic Engineering. ASMEDC, 2002. http://dx.doi.org/10.1115/omae2002-28055.

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While there has been considerable research effort over the last decade aimed at refining risk based fatigue inspection planning techniques, there has been relatively less effort aimed at using the same techniques to optimise the design of welded joints. This paper discusses the use of a simplified, semi-probabilistic technique for optimising the design of tubular joints on the basis of their total through-life costs. A model is developed which combines the probability of fatigue failure with initial construction costs, inspection costs, and repair and failure costs. An example study of a criti

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Deaconescu, Tudor T., Andrea I. Deaconescu, and Ioana G. Petre. "Assistive Rehabilitation Device for the Joints of the Lower Limb." In ASME 2011 International Design Engineering Technical Conferences and Computers and Information in Engineering Conference. ASMEDC, 2011. http://dx.doi.org/10.1115/detc2011-47179.

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Applying continuous passive rehabilitation movements as part of the recovery program of patients with post-traumatic disabilities of the bearing joints of the inferior limbs requires the development of new high performance equipment. The proposed equipment is designed to be deployed in rehabilitation medical care, its specific objectives being maintenance and recovery of body functions by means of kinetic and orthotic techniques. The paper presents a variant of rehabilitation equipment the novelty of which consists in the utilization of compliant (soft) fluidic actuators of linear type and var

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Zhang, Lili, Tingli Xie, Jiexiang Hu, Ping Jiang, Jasuk Koo, and Seung-Kyum Choi. "Multi-Fidelity Surrogate Model-Assisted Fatigue Analysis of Welded Joints." In ASME 2020 International Design Engineering Technical Conferences and Computers and Information in Engineering Conference. American Society of Mechanical Engineers, 2020. http://dx.doi.org/10.1115/detc2020-22234.

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Abstract In this study, an additive scaling function based multi-fidelity (ASF-MF) surrogate model is constructed to fast predict fatigue life as well as the stress distribution for the welded single lap joint. The influence of leg length, leg height, the width of the specimen and load in the fatigue test are taken into consideration. In the construction of the MF surrogate model, the finite element model that is calibrated with the experiment is chosen as the high-fidelity (HF) model. While the finite element model that is not calibrated with the experiment is considered as the low-fidelity (

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Saajedi, M. A., J. Wang, and R. English. "Strength Reduction Factor for Tubular Joints Under Combined Loading." In ASME 2002 21st International Conference on Offshore Mechanics and Arctic Engineering. ASMEDC, 2002. http://dx.doi.org/10.1115/omae2002-28559.

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Tubular joints are used in a frame structure such as an offshore jacket and are under combined loading in normal service condition. In the design of such frame structures, selecting safety factor (FS) when determining dimensions for the joints generally depends on many factors such as previous experiences, material properties, fatigue performance analysis and history, etc. In this paper, the authors intend to show that understanding the interaction between the magnitude, direction, and combination of loading on the brace and chord would contribute to prediction of the strength of the tubular j

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Hahn, Elad, and Offer Shai. "A Single Universal Construction Rule for the Structural Synthesis of Mechanisms." In ASME 2016 International Design Engineering Technical Conferences and Computers and Information in Engineering Conference. American Society of Mechanical Engineers, 2016. http://dx.doi.org/10.1115/detc2016-59133.

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In the field of structural synthesis of mechanisms several synthesis methods have been developed using different approaches. One of the more interesting approaches was that of bottom-up construction via the combination of modular structural groups, known as Assur groups. This approach is combined with new graph representations of mechanisms taken from rigidity theory, capable of representing all the different types of planar and spatial mechanisms. With the strong mathematical base of rigidity theory, a new synthesis method is proposed based on Assur groups, which are reformulated in terms of

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Berichte der Organisationen zum Thema "Joints (Engineering) Design and construction"

Striuk, Andrii M. Software engineering: first 50 years of formation and development. [б. в.], December 2018. http://dx.doi.org/10.31812/123456789/2880.

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The article analyzes the main stages of software engineering (SE) development. Based on the analysis of materials from the first SE conferences (1968-1969), it was determined how the software crisis prompted scientists and practitioners to join forces to form an engineering approach to programming. Differences in professional training for SE are identified. The fundamental components of the training of future software engineers are highlighted. The evolution of approaches to the design, implementation, testing and documentation of software is considered. The system scientific, technological ap

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CORPS OF ENGINEERS WASHINGTON DC. Engineering and Design. Construction with Large Stone. Fort Belvoir, VA: Defense Technical Information Center, October 1990. http://dx.doi.org/10.21236/ada402849.

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McNeese, L. E. ORNL engineering design and construction reengineering report. Office of Scientific and Technical Information (OSTI), January 1998. http://dx.doi.org/10.2172/631227.

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CORPS OF ENGINEERS WASHINGTON DC. Engineering and Design: Information Systems Design in Support of Military Construction. Fort Belvoir, VA: Defense Technical Information Center, April 1992. http://dx.doi.org/10.21236/ada404012.

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Affleck, Rosa T., and Reed Freeman. Challenges for Engineering Design, Construction, and Maintenance of Infrastructure in Afghanistan. Fort Belvoir, VA: Defense Technical Information Center, November 2010. http://dx.doi.org/10.21236/ada532415.

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Sy, Mariano, and Kevin Smith. Engineering Design, Construction, Operation, and Maintenance for the 7- Ohm Line and Relativistic Klystron Facilities. Fort Belvoir, VA: Defense Technical Information Center, September 1993. http://dx.doi.org/10.21236/ada271641.

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Tinjum, James. A Continuing Education Short Course and Engineering Curriculum to Accelerate Workforce Development in Wind Power Plant Design, Construction, and Operations. Office of Scientific and Technical Information (OSTI), November 2012. http://dx.doi.org/10.2172/1345827.

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Hellinga, Homme W. Development of Combined Computational and Experimental Approaches for Using Molecular Engineering in the Design, Construction, and Analysis of Integrated Biosensor Microsystems. Fort Belvoir, VA: Defense Technical Information Center, August 2006. http://dx.doi.org/10.21236/ada455856.

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Stehno, Abigail, Jeffrey Melby, Shubhra Misra, Norberto Nadal-Caraballo, and Victor Gonzalez. Sabine Pass to Galveston Bay, TX Pre-construction, Engineering and Design (PED) : coastal storm surge and wave hazard assessment : report 4 – Freeport. Engineer Research and Development Center (U.S.), September 2021. http://dx.doi.org/10.21079/11681/41903.

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The US Army Corps of Engineers, Galveston District, is executing the Sabine Pass to Galveston Bay Coastal Storm Risk Management (CSRM) project for Brazoria, Jefferson, and Orange Counties regions. The project is currently in the Pre-construction, Engineering, and Design phase. This report documents coastal storm water level (SWL) and wave hazards for the Freeport CSRM structures. Coastal SWL and wave loading and overtopping are quantified using high-fidelity hydrodynamic modeling and stochastic simulations. The CSTORM coupled water level and wave modeling system simulated 195 synthetic tropica

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Stehno, Abigail, Jeffrey Melby, Shubhra Misra, Norberto Nadal-Caraballo, and Victor Gonzalez. Sabine Pass to Galveston Bay, TX Pre-construction, Engineering and Design (PED) : coastal storm surge and wave hazard assessment : report 2 – Port Arthur. Engineer Research and Development Center (U.S.), September 2021. http://dx.doi.org/10.21079/11681/41901.

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The US Army Corps of Engineers, Galveston District, is executing the Sabine Pass to Galveston Bay Coastal Storm Risk Management (CSRM) project for Brazoria, Jefferson, and Orange Counties regions. The project is currently in the Pre-construction, Engineering, and Design phase. This report documents coastal storm water level and wave hazards for the Port Arthur CSRM structures. Coastal storm water level (SWL) and wave loading and overtopping are quantified using high-fidelity hydrodynamic modeling and stochastic simulations. The CSTORM coupled water level and wave modeling system simulated 195

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