Auswahl der wissenschaftlichen Literatur zum Thema „Behavior of connectors“
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Zeitschriftenartikel zum Thema "Behavior of connectors"
Zhang, Zhigang, und Xiaoqing Xu. „Static and Fatigue Behavior of Rubber-Sleeved Stud Shear Connectors as Part of Field-Cast Ultra-High Performance Concrete Connections“. Materials 13, Nr. 10 (14.05.2020): 2269. http://dx.doi.org/10.3390/ma13102269.
Der volle Inhalt der QuelleFarid, Boursas, und Djamel Boutagouga. „Parametric study of I-shaped shear connectors with different orientations in push-out test“. Frattura ed Integrità Strutturale 15, Nr. 57 (22.06.2021): 24–39. http://dx.doi.org/10.3221/igf-esis.57.03.
Der volle Inhalt der QuelleKocatas, Alper Tolga, und Ali Hikmet Dogru. „Enhancing UML Connectors with Behavioral ALF Specifications for Exogenous Coordination of Software Components“. Applied Sciences 13, Nr. 1 (03.01.2023): 643. http://dx.doi.org/10.3390/app13010643.
Der volle Inhalt der QuelleLarrañaga Rubio, Sherley, und Maritzabel Molina Herrera. „Grade-two resistance screw shear connector behavior for a 28 MPa concrete section“. Ingeniería e Investigación 27, Nr. 2 (01.05.2007): 18–25. http://dx.doi.org/10.15446/ing.investig.v27n2.14825.
Der volle Inhalt der QuelleChen, Dong, Kuaikuai Li, Zhiyang Yuan, Baoquan Cheng und Xing Kang. „Shear Behavior of FRP Connectors in Precast Sandwich Insulation Wall Panels“. Buildings 12, Nr. 8 (26.07.2022): 1095. http://dx.doi.org/10.3390/buildings12081095.
Der volle Inhalt der QuelleXue, Guofeng, Wei Bao, Jin Jiang und Yongsong Shao. „Hysteretic Behavior of Beam-to-Column Joints with Cast Steel Connectors“. Shock and Vibration 2019 (29.11.2019): 1–20. http://dx.doi.org/10.1155/2019/9802672.
Der volle Inhalt der QuelleLiu, Xia, Xin Wang, Tan Yang und Zhishen Wu. „The Shear Behavior of Insulated Precast Concrete Sandwich Panels Reinforced with BFRP“. Buildings 12, Nr. 9 (30.08.2022): 1326. http://dx.doi.org/10.3390/buildings12091326.
Der volle Inhalt der QuelleGuo, Jiangran, Qingxuan Shi, Ge Ma und Tengfei Li. „Shear Behavior of Superposed Perfobond Connectors Considering Lateral Constraints“. Applied Sciences 12, Nr. 6 (20.03.2022): 3162. http://dx.doi.org/10.3390/app12063162.
Der volle Inhalt der QuelleWang, Xizhi, Yuqing Liu und Yangqing Liu. „Experimental study on shear behavior of notched long-hole perfobond connectors“. Advances in Structural Engineering 22, Nr. 1 (02.07.2018): 202–13. http://dx.doi.org/10.1177/1369433218782991.
Der volle Inhalt der QuelleZhang, Chikun, Kewei Ding und Shulin He. „Seismic Performance of Panel Connectors with Steel Frame Based on Autoclaved Lightweight Concrete (ALC)“. Buildings 12, Nr. 3 (17.03.2022): 372. http://dx.doi.org/10.3390/buildings12030372.
Der volle Inhalt der QuelleDissertationen zum Thema "Behavior of connectors"
Rambo-Roddenberry, Michelle. „Behavior and Strength of Welded Stud Shear Connectors“. Diss., Virginia Tech, 2002. http://hdl.handle.net/10919/26989.
Der volle Inhalt der QuellePh. D.
Sullivan, Sean Robert. „Construction and Behavior of Precast Bridge Deck Panel Systems“. Diss., Virginia Tech, 2007. http://hdl.handle.net/10919/27479.
Der volle Inhalt der QuellePh. D.
Kloak, David G. „Strong Emotive Connectors| A Study of a Social Skill and Effective Team Performance“. Thesis, Alliant International University, 2017. http://pqdtopen.proquest.com/#viewpdf?dispub=10267146.
Der volle Inhalt der QuelleOrganizational success and outcomes rely on good teamwork. The study question asked if teams can be more successful with a greater number of socially skilled team members? Evolving research indicates composing teams based on intrinsic social skills, such as personality, values, and psychological roles may generate greater team outcomes than teams based solely on vocational roles, competencies, and cognitive ability. When teams are first formed, people connect instinctively and warm to other team members using their social skills. Only later do people appraise others for competencies and skills. This study examined whether the number of strong emotive connectors (SEC) can increase team outcomes. The study hypothesis tested whether teams with a greater number of high SECs, a socioemotional role construct, would increase their team task-completion rates (TTCR). Regression analysis showed the low and high SEC with an adjusted R2 = .52 correlation were both predictive of the TTCR. Additional analysis using 2 one-way ANOVAs for high and low SECs showed between-team (groups) and within teams (groups) results were statistically significant at the p = .00 level. The study found teams having 2 of 5 high SECs made a difference in team performance. Additional high SECs had no impact on team performance. An interesting study result found 2 of 5 low SECs had an adverse impact on team performance. Additional low SECs did not harm team performance. Ensuring at least 2 of 5 high SECs on teams can lessen gaps, diminish conflicts, and elevate team outcomes.
Rao, Yang. „Mechanical behavior characterization of some new materials for high density interconnect substrates“. Thesis, Georgia Institute of Technology, 1998. http://hdl.handle.net/1853/19286.
Der volle Inhalt der QuelleMujagic, Ubejd. „Design and Behavior of Composite Steel-Concrete Flexural Members with a Focus on Shear Connectors“. Diss., Virginia Tech, 2004. http://hdl.handle.net/10919/26745.
Der volle Inhalt der QuellePh. D.
Tabet-Derraz, Moulay Idriss. „Comportement et modélisation des connecteurs dans une structure mixte (acier-béton)“. Electronic Thesis or Diss., Université de Lorraine, 2022. http://www.theses.fr/2022LORR0092.
Der volle Inhalt der QuelleThe principle of steel-concrete composite beams is to combine a concrete slab and a steel beam for joint work. Shear connectors are mechanical tools that have the role of ensuring the connection between the two materials at the interface of the composite beams. A variety of shear connectors have been proposed in the literature to provide suitable behavior at the steel-concrete interface. Headed stud connectors are most widely used in composite construction due to building code recommendations. However, the latter have significant drawbacks in terms of structural performance and practicability on construction sites. In this present thesis, an innovative new type of OMEGA-shaped connector has been proposed in two geometric designs (primary shape and improved shape) to be an alternative to conventional connectors. In addition to having a simple fabrication process and convenient installation at the composite beam interface, the shape of this connector allows for a large confined concrete zone, making it more resistant to shear and slab uplift. In this research, experimental push-out tests were performed on OMEGA connector with different configurations to study their strength, ductility and failure mode in the steel-concrete connection. Additional push-out specimens with conventional headed stud type connectors were also tested in order to compare the performance of OMEGA connectors with that of standard headed studs. The results demonstrated that the proposed OMEGA-shaped connector exhibited interesting behavior in steel-concrete connection and which can be used as an alternative shear connector for composite beams. In addition, an FE numerical model of the push-out test on OMEGA connectors was developed in this thesis using Abaqus software. The goal is to deepen the investigations on this proposed connector, by conducting a parametric study that aims to evaluate the influences of connector dimensions and concrete slab strength on the internal behavior of the steel-concrete connection. Moreover, by exploiting the parametric study results, an equation for predicting the OMEGA connectors shear strength was also developed. Furthermore, composite beam tests with OMEGA connectors arranged at the interface were also carried out as part of this thesis, by producing a composite beam specimen with a complete connection and another with a partial connection. The objective of this study is to analyze the influence of OMEGA connectors mechanism in the connection on the overall behavior of the composite beam. The results affirmed that the use of OMEGA connectors ensure adequate behavior to composite beams, even with a reduced degree of connection
Harman, Kelly. „Structural integrity of lightweight wood truss assemblies exposed to fire : an insight to the behavior of metal truss plate connectors /“. Available to subscribers only, 2006. http://proquest.umi.com/pqdweb?did=1136091331&sid=23&Fmt=2&clientId=1509&RQT=309&VName=PQD.
Der volle Inhalt der QuellePerrinet, Olivier. „Analyse de l'endurance de contacts électriques Sn, Au et Ag soumis à des sollicitations complexes de fretting usure“. Thesis, Ecully, Ecole centrale de Lyon, 2014. http://www.theses.fr/2014ECDL0009.
Der volle Inhalt der QuelleIn automotive applications and in other areas (energy, aviation, etc.), the number of electronic devices has increased significantly in recent last decades. Systems and people securities are based on the quality of electrical connectors. However, submitted to vibrations (car engine, environment) micro-displacements are induced at the interface. The problem of electrical contact is mainly due to the impairment of low current conduction (5mA) in interfaces subjected to repetitive sliding displacement generating a well-known fretting wear phenomenon. Fretting wear solicitation appears as a process of very detrimental degradation. Besides surface deterioration, this process leads an increase of the electrical contact resistance and a possible loss of the electrical signal. This is particularly the case of the low level connectors which are very sensitive to electrical contact fluctuations. To remedy, connections actors develop new deposits to limit the use of noble ones such as gold. The objectives of this thesis are to establish a "table of use" coatings based on specific solicitations and define a methodology for the selection of deposits to optimize the lifetime connectors. The study covers different aspects such as the mechanical loading conditions influence, the thickness deposits influence, the type of deposit (noble, non-noble, doped), the displacement amplitude (microdisplacement and large displacement) and the electrical endurance formalization (energetic approach and power law)
Rehman, Naveed Ur. „Behaviour of demountable shear connectors in composite structures“. Thesis, University of Bradford, 2017. http://hdl.handle.net/10454/14790.
Der volle Inhalt der QuelleRehman, Naveed. „Behaviour of demountable shear connectors in composite structures“. Thesis, University of Bradford, 2017. http://hdl.handle.net/10454/14790.
Der volle Inhalt der QuelleEPSRC and the University of Bradford
Bücher zum Thema "Behavior of connectors"
M, Leijten Ad J., und Timber Engineering Ltd, Hrsg. Behaviour of timber connections. North Vancouver: Timber Engineering, 2000.
Den vollen Inhalt der Quelle findenElizabeth, Noble. Primal connections. New York: Simon & Schuster, 1993.
Den vollen Inhalt der Quelle findenReider, Bjorhovde, Brozzetti Jacques und Colson André, Hrsg. Connections in steel structures: Behaviour, strength, and design. London: Elsevier Applied Science, 1988.
Den vollen Inhalt der Quelle findenRestrepo, J. I. Seismic behaviour of connections between precast concrete elements. Christchurch, N.Z: University of Canterbury, Dept. of Civil Engineering, 1993.
Den vollen Inhalt der Quelle findenBass, Andrea J. Behaviour of polymeric composite connections in pultruded frames. [s.l.]: typescript, 1994.
Den vollen Inhalt der Quelle findenInfectious behavior: Brain-immune connections in autism, schizophrenia, and depression. Cambridge, Mass: MIT Press, 2011.
Den vollen Inhalt der Quelle findenErdman, Phyllis. Attachment: Expanding the cultural connections. New York: Routledge, 2010.
Den vollen Inhalt der Quelle findenBelcastro, Philip A., Robert J. McDermott, Robert S. Gold und Kathleen Mullen-Conley. Connections For Health (Black & White). 4. Aufl. Boston, MA: WCB/McGraw-Hill, 1995.
Den vollen Inhalt der Quelle findenAguilera, Hector Feliciano Pons. Dynamic behavior of tubular bracing members with single plate concentric connections. Ottawa: National Library of Canada = Bibliothèque nationale du Canada, 1999.
Den vollen Inhalt der Quelle findenSmart, Diana. Patterns and precursors of adolescent antisocial behaviour: Outcomes and connections. Melbourne: Australian Institute of Family Studies, 2005.
Den vollen Inhalt der Quelle findenBuchteile zum Thema "Behavior of connectors"
Li, Yi, Xiyue Zhang, Yuanyi Ji und Meng Sun. „Capturing Stochastic and Real-Time Behavior in Reo Connectors“. In Lecture Notes in Computer Science, 287–304. Cham: Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-70848-5_18.
Der volle Inhalt der QuelleMoka, Vijay Tarun Kumar, und R. Siva Chidambaram. „Experimental Investigation on Flexural Behavior of Precast Beam–Beam Connections Using Mechanical Connectors“. In Lecture Notes in Civil Engineering, 627–37. Singapore: Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-99-1608-5_45.
Der volle Inhalt der QuelleFang, H. „Behavior of bolted shear connectors for demountable and reusable UHPC-formed composite beams“. In Life-Cycle of Structures and Infrastructure Systems, 195–202. London: CRC Press, 2023. http://dx.doi.org/10.1201/9781003323020-21.
Der volle Inhalt der QuelleHuang, Junqi, Sushil Kumar und Jian-Guo Dai. „Flexural Behavior of Reinforced Concrete Sandwich Wall Panels Enabled by Fiber-Reinforced Polymer (FRP) Connectors“. In Sandwich Composites, 147–66. Boca Raton: CRC Press, 2021. http://dx.doi.org/10.1201/9781003143031-9.
Der volle Inhalt der QuelleDai, Jian-Guo, Sushil Kumar und Junqi Huang. „Axial Behavior of Reinforced Concrete Sandwich Wall Panels Enabled by Fiber-Reinforced Polymer (FRP) Connectors“. In Sandwich Composites, 167–90. Boca Raton: CRC Press, 2021. http://dx.doi.org/10.1201/9781003143031-10.
Der volle Inhalt der QuelleJoo, Hyung Joong, Seung Sik Lee, Soon Jong Yoon, Ju Kyung Park und Seok Goo Youn. „Experimental Investigation on the Structural Behavior of Shear Connectors Used in the FRP and Concrete Bridge Deck System“. In Fracture and Strength of Solids VI, 1355–60. Stafa: Trans Tech Publications Ltd., 2006. http://dx.doi.org/10.4028/0-87849-989-x.1355.
Der volle Inhalt der QuelleXu, Guoping, Qingfei Huang, Shenyou Song, Hai Ji, Bin Deng und Tian Song. „Research on Mechanical Properties of Steel Shell Concrete Immersed Tube Shear Connectors“. In Advances in Frontier Research on Engineering Structures, 295–312. Singapore: Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-19-8657-4_27.
Der volle Inhalt der QuelleHassan, Rohana, Azmi Ibrahim und Zakiah Ahmad. „Structural Behaviour of Mortise and Tenon Joints“. In Timber Connections, 25–42. Singapore: Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-19-2697-6_3.
Der volle Inhalt der QuelleWilliams, Diane L., und Carla A. Mazefsky. „Brain–Behavior Connections in Autism“. In Learners on the Autism Spectrum, 39–54. 3. Aufl. New York: Routledge, 2023. http://dx.doi.org/10.4324/9781003373193-5.
Der volle Inhalt der QuelleKalam, L., J. Dhanapal, S. Das und H. Ghaednia. „Behavior of Vectorbloc Beam-Column Connections“. In Lecture Notes in Civil Engineering, 333–44. Singapore: Springer Nature Singapore, 2022. http://dx.doi.org/10.1007/978-981-19-0507-0_31.
Der volle Inhalt der QuelleKonferenzberichte zum Thema "Behavior of connectors"
Leemans, P., Q. Declerck, H. Grandjean, K. Daems, B. Hennuy und M. Vandenberg. „Thermal behavior of connectors in joints“. In 22nd International Conference and Exhibition on Electricity Distribution (CIRED 2013). Institution of Engineering and Technology, 2013. http://dx.doi.org/10.1049/cp.2013.1206.
Der volle Inhalt der QuellePerez, Marines, Carlos Alberto Bermudez und Tiziano Perea. „BEHAVIOR OF WELDED BOLT SHEAR CONNECTORS SUBJECTED TO REVERSED CYCLIC LOADING“. In 2nd Croatian Conference on Earthquake Engineering. University of Zagreb Faculty of Civil Engineering, 2023. http://dx.doi.org/10.5592/co/2crocee.2023.91.
Der volle Inhalt der QuelleCapelli, Francesca, Jordi-Roger Riba und David Gonzalez. „Thermal behavior of energy-efficient substation connectors“. In 2016 10th International Conference on Compatibility, Power Electronics and Power Engineering (CPE-POWERENG). IEEE, 2016. http://dx.doi.org/10.1109/cpe.2016.7544167.
Der volle Inhalt der QuelleZandonini, Riccardo, und Oreste S. Bursi. „Cyclic Behavior of Headed Stud Shear Connectors“. In Composite Construction in Steel and Concrete IV Conference 2000. Reston, VA: American Society of Civil Engineers, 2002. http://dx.doi.org/10.1061/40616(281)41.
Der volle Inhalt der QuelleLiu, Yong, Lanhui Guo und Zhiguo Li. „Flexural behavior of steel-concrete composite beams with U-shaped steel girders“. In 12th international conference on ‘Advances in Steel-Concrete Composite Structures’ - ASCCS 2018. Valencia: Universitat Politècnica València, 2018. http://dx.doi.org/10.4995/asccs2018.2018.7922.
Der volle Inhalt der QuelleNakamori, Riko, Yuki Kageyama und Nozomu Baba. „Experimental Study on Behavior of Shear Connectors Embedded in Steel-Reinforced Concrete Joints“. In 12th international conference on ‘Advances in Steel-Concrete Composite Structures’ - ASCCS 2018. Valencia: Universitat Politècnica València, 2018. http://dx.doi.org/10.4995/asccs2018.2018.7124.
Der volle Inhalt der QuelleZhang, Guoqing, und Meichai Zhang. „Experimental Research on Behavior of Angle Shear Connectors“. In 2016 International Forum on Energy, Environment and Sustainable Development. Paris, France: Atlantis Press, 2016. http://dx.doi.org/10.2991/ifeesd-16.2016.34.
Der volle Inhalt der QuelleFeldmann, Markus, Oliver Hechler, Josef Hegger und Sabine Rauscher. „Fatigue Behavior of Shear Connectors in High Performance Concrete“. In International Conference on Composite Construction in Steel and Concrete 2008. Reston, VA: American Society of Civil Engineers, 2011. http://dx.doi.org/10.1061/41142(396)4.
Der volle Inhalt der QuelleZhao, He, Xin Nie, Dan Zhu und Mu-Xuan Tao. „Pullout Behavior of Steel Beam-Concrete Wall Pinned Joints with T- shaped Connectors“. In IABSE Congress, New York, New York 2019: The Evolving Metropolis. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2019. http://dx.doi.org/10.2749/newyork.2019.1747.
Der volle Inhalt der QuelleWencong, Li. „Flexural Behavior of Composite Beam with I-Shaped Cross-Section Shear Connector“. In IABSE Conference, Seoul 2020: Risk Intelligence of Infrastructures. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2020. http://dx.doi.org/10.2749/seoul.2020.297.
Der volle Inhalt der QuelleBerichte der Organisationen zum Thema "Behavior of connectors"
Perez, Felipe de Jesus. Lateral Load Behavior and Design of Unbonded Post-tensioned Precast Concrete Walls with Ductile Vertical Joint Connectors. Precast/Prestressed Concrete Institute, 1998. http://dx.doi.org/10.15554/pci.rr.seis-018.
Der volle Inhalt der QuelleMahmood, Salih. Behavior of Lap Shear Connections with Thermally Insulating Filler Plates. Portland State University Library, Januar 2000. http://dx.doi.org/10.15760/etd.6047.
Der volle Inhalt der QuellePorter, Joanne, Val Prokopiv, Blake Peck, Carolyn Bailey und Habib Forooshani. Adolescents Building Connections (ABC) Project Evaluation 2022. Federation University, Dezember 2023. http://dx.doi.org/10.35843/xacb5551.
Der volle Inhalt der QuelleCanna, Tammy, und Mark Bowman. Fatigue Behavior of Beam Diaphragm Connections With Intermittent Fillet Welds, Part I, Volume 1, Field Evaluation. West Lafayette, IN: Purdue University, 2002. http://dx.doi.org/10.5703/1288284313222.
Der volle Inhalt der QuelleBarth, Amy, und Mark Bowman. Fatigue Behavior of Beam Diaphragm Connections With Intermittent Fillet Welds, Part I, Volume 2, Laboratory Fatigue Evaluation. West Lafayette, IN: Purdue University, 2002. http://dx.doi.org/10.5703/1288284313223.
Der volle Inhalt der QuelleBewick, Bryan, Hani Salim und Brett Agee. Bending and Shear Interaction Behavior of Upgraded Conventional Cold-Formed Steel Connections to Protect Against Moderate Blast Events. Fort Belvoir, VA: Defense Technical Information Center, Januar 2011. http://dx.doi.org/10.21236/ada546934.
Der volle Inhalt der QuelleXu, Fei, und Tak-Ming Chan. STRUCTURAL BEHAVIOUR OF BLIND-BOLTED T-STUB TO OCTAGONAL TUBE CONNECTIONS USING NORMAL AND HIGH-STRENGTH STEELS. The Hong Kong Institute of Steel Construction, Dezember 2018. http://dx.doi.org/10.18057/icass2018.p.152.
Der volle Inhalt der QuelleJiang, Luli, Kim Rasmussen und Hao Zhang. EXPERIMENTAL INVESTIGATION OF FULL-RANGE ACTION-DEFORMATION BEHAVIOUR OF TOP-AND-SEAT ANGLE AND WEB ANGLE CONNECTIONS. The Hong Kong Institute of Steel Construction, Dezember 2018. http://dx.doi.org/10.18057/icass2018.p.174.
Der volle Inhalt der QuelleGao, Jun-Dong, Huan-Xin Yuan und Xin-Xi Du. NUMERICAL STUDY ON STRUCTURAL BEHAVIOUR OF STAINLESS STEEL BEAM-TO-COLUMN JOINTS WITH DOUBLE EXTENDED END-PLATE CONNECTIONS. The Hong Kong Institute of Steel Construction, Dezember 2018. http://dx.doi.org/10.18057/icass2018.p.157.
Der volle Inhalt der QuelleBowman, Mark. Fatigue Behavior of Beam Diaphragm Connections with Intermittent Fillet Welds: Part II, Brittle Fracture Examination of the I-64 Blue River Bridge. West Lafayette, IN: Purdue University, 2002. http://dx.doi.org/10.5703/1288284313224.
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