Relevant bibliographies by topics / Behavior of connectors

Contents

  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers
  6. Reports

Academic literature on the topic 'Behavior of connectors'

Author: Grafiati
Published: 8 June 2024
Last updated: 31 July 2025

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Journal articles on the topic "Behavior of connectors"

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Zhang, Zhigang, and Xiaoqing Xu. "Static and Fatigue Behavior of Rubber-Sleeved Stud Shear Connectors as Part of Field-Cast Ultra-High Performance Concrete Connections." Materials 13, no. 10 (2020): 2269. http://dx.doi.org/10.3390/ma13102269.

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Field-cast ultra-high performance concrete (UHPC) connections are an innovative and prospective solution for combining full-depth precast concrete decks and steel girders. However, previous studies show that the slip capacity of stud shear connectors embedded in UHPC cannot meet the requirements for ductile connectors by Eurocode 4, which can reduce the resistance of steel and concrete composite members. In this study, the rubber-sleeved stud shear connector, which is a composite of ordinary stud and rubber sleeve, was adopted for the field-cast UHPC connections. Push-out tests were conducted
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Kocatas, Alper Tolga, and Ali Hikmet Dogru. "Enhancing UML Connectors with Behavioral ALF Specifications for Exogenous Coordination of Software Components." Applied Sciences 13, no. 1 (2023): 643. http://dx.doi.org/10.3390/app13010643.

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Connectors are powerful architectural elements that allow the specification of interactions between software components. Since the connectors do not include behavior in UML, the components include the behavior for coordinating the components, complicating the designs of components and decreasing their reusability. In this study, we propose the enrichment of UML connectors with behavioral specifications. The goal is to provide separation of concerns for the components so that they are freed from coordination duties. The reusability of the components will increase as a result of such exogenous c
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Farid, Boursas, and Djamel Boutagouga. "Parametric study of I-shaped shear connectors with different orientations in push-out test." Frattura ed Integrità Strutturale 15, no. 57 (2021): 24–39. http://dx.doi.org/10.3221/igf-esis.57.03.

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A great deal of research has been conducted to improve the understanding of the behavior of new types of shear connectors. This article presents the study of I-shaped connectors behavior under monotonic load welded in four different orientations in order to get the position which gives the high shear strength and the best ductility. For this purpose, eight push-out test specimens with I-shaped shear connectors with different orientations and dimensions were tested in C20/25 and C30/37 concrete classes. The load-slip behavior and failure modes of the tested connectors are presented and discusse
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Larrañaga Rubio, Sherley, and Maritzabel Molina Herrera. "Grade-two resistance screw shear connector behavior for a 28 MPa concrete section." Ingeniería e Investigación 27, no. 2 (2007): 18–25. http://dx.doi.org/10.15446/ing.investig.v27n2.14825.

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Screw shear connectors are being more commonly used in compound concrete sections in Colombia; however, they have been designed in line with Colombian Seismic-Resistant Standards (NSR-98) rather than those established for stud shear connectors. This work represents a starting point for analysing screw shear connector behavior. 54 specimens were made for the experiment, consisting of a metallic profile and two concretes slabs where the connectors were embedded. 1/2” (12.7mm), 5/8” (15.9mm) and 3/4” (19.1mm) diameter screws were used and placed at different distances. The push-out test was used
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Chen, Dong, Kuaikuai Li, Zhiyang Yuan, Baoquan Cheng, and Xing Kang. "Shear Behavior of FRP Connectors in Precast Sandwich Insulation Wall Panels." Buildings 12, no. 8 (2022): 1095. http://dx.doi.org/10.3390/buildings12081095.

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Glass fiber reinforced polymer (FRP) composite connectors used in precast sandwich insulation wall panels directly affect the safety of the wall. In practical applications, a precast concrete sandwich insulation wall panel is transported to the construction site for hoisting 3–5 days after steam curing, and its concrete strength typically reaches approximately 70% of the design strength (i.e., the concrete strength after natural curing for 14 days). This study investigated the natural curing of concrete for 14 days and analyzed the mechanical properties of FRP connectors with two different sec
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Mohanan, Revathy. "STATIC BEHAVIOR OF DIFFERENT SHEAR CONNECTORS OF COMPOSITE SLAB USING ANSYS." International Scientific Journal of Engineering and Management 04, no. 06 (2025): 1–9. https://doi.org/10.55041/isjem04487.

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Abstract - Headed stud shear connectors are commonly used to transfer longitudinal shear forces across the steel-concrete interface. In the areas of high shear, many studs should be welded to the top flanges to provide full shear connection in terms of strength. However, this causes long welding time, raise safety concerns, and also makes it difficult to remove a deteriorated concrete slab, which may damage. In this study, the static behaviour of Channelled, Tee, and Spiral shear connectors used in composite steel concrete beams was analytically examined using ANSYS. Ten specimens were modelle
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K. Ali, Ola, Amer M. Ibrahim, Abbas Hatif naji, and Ibrahim A. Ali. "Shear Connectors Behavior Under Elevated Temperature: A review." Bilad Alrafidain Journal for Engineering Science and Technology 3, no. 2 (2024): 134–53. http://dx.doi.org/10.56990/bajest/2024.030210.

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A composite member is described as a structural steel shape that has been built up or rolled and filled with concrete, covered in reinforced concrete, or structurally attached to a slab of reinforced concrete. The shear connection between the steel beam and the concrete slab is the primary component of the composite beam. In risky situations, like building fires, the performance of a composite structures and steel structures are heavily dependent on the execution of connection. Numerous kinds of shear connectors exist and being utilized in the construction engineering rendering to their use. T
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Liu, Xia, Xin Wang, Tan Yang, and Zhishen Wu. "The Shear Behavior of Insulated Precast Concrete Sandwich Panels Reinforced with BFRP." Buildings 12, no. 9 (2022): 1326. http://dx.doi.org/10.3390/buildings12091326.

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Typical insulated precast concrete sandwich panel (PCSP) systems are composed of two concrete wythes separated by a layer of insulation. The structural behavior of insulated PCSP systems heavily depends on elements between two wythes known as connectors, which ensure they work as a whole. Double shear tests were carried out on 58 insulated PCSP specimens reinforced with basalt fiber-reinforced polymer (BFRP) connectors; failure modes, load displacement curves and bearing capacity of BFRP connectors were obtained. Effects of diameter, insulation thickness, installation angle, layout spacing and
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Xue, Guofeng, Wei Bao, Jin Jiang, and Yongsong Shao. "Hysteretic Behavior of Beam-to-Column Joints with Cast Steel Connectors." Shock and Vibration 2019 (November 29, 2019): 1–20. http://dx.doi.org/10.1155/2019/9802672.

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This study proposed a beam-to-column joint equipped with a new type of cast steel connector. The cast steel connector concentrated the primary portion of the deformation and energy dissipation of the joint and was installed with full bolted connections, rendering it a replaceable energy dissipation component and facilitating the rapid repair of the joint after an earthquake. Three full-scale specimens were fabricated and tested to investigate the hysteretic behaviors of the proposed joints under cyclic loadings. The results showed that the proposed cast steel connector exhibited reliable ducti
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Guo, Jiangran, Qingxuan Shi, Ge Ma, and Tengfei Li. "Shear Behavior of Superposed Perfobond Connectors Considering Lateral Constraints." Applied Sciences 12, no. 6 (2022): 3162. http://dx.doi.org/10.3390/app12063162.

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Superposed perfobond connectors are a type of connector used in composite structures. When the construction conditions are limited to increase the diameter of the opening, the shear capacity of the connector can be improved by enhancing the confining effect of the concrete dowel. In this study, 12 superposed perfobond connectors were fabricated to investigate the influence of lateral constraints on their shear behavior. The effects of hole area and holes’ number, diameter of the perforating rebar, concrete compressive strength, and the number of transverse reinforcements were investigated via
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Dissertations / Theses on the topic "Behavior of connectors"

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Rambo-Roddenberry, Michelle. "Behavior and Strength of Welded Stud Shear Connectors." Diss., Virginia Tech, 2002. http://hdl.handle.net/10919/26989.

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The behavior and strength of welded shear studs are subjects of ongoing study. In recent years, research has shown that the American Institute of Steel Construction (AISC) specification equations for shear stud strength are unconservative for studs placed in deck with ribs transverse to the steel beam. Twenty-four solid slab push-out tests, 93 composite slab push-out tests, and bare stud tests were performed to study the effects on stud strength of friction, normal load, position of studs in the ribs of steel deck, concrete strength, and stud properties. Stud diameters ranged from 3/8 in. t
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Sullivan, Sean Robert. "Construction and Behavior of Precast Bridge Deck Panel Systems." Diss., Virginia Tech, 2007. http://hdl.handle.net/10919/27479.

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A bridge with precast bridge deck panels was built at the Virginia Tech Structures Laboratory to examine constructability issues, creep and shrinkage behavior, and strength and fatigue performance of transverse joints, different types of shear connectors, and different shear pocket spacings. The bridge consisted of two AASHTO type II girders, 40 ft long and simply supported, and five precast bridge deck panels. Two of the transverse joints were epoxied male-female joints and the other two transverse joints were grouted female-female joints. Two different pocket spacings were studied: 4 ft p
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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.

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<p> Organizational 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 sk
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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.

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Mujagic, 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.

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This study consists of three self-standing parts, each dealing with a different aspect of design of composite steel-concrete flexural members. The first part deals with a new type of shear connection in composite joists. Composite steel-concrete flexural members have increasingly become popular in design and construction of floor systems, structural frames, and bridges. A particularly popular system features composite trusses (joists) that can span large lengths and provide empty web space for installation of typical utility conduits. One of the prominent problems with respect to composite
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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.

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Le principe des poutres mixtes acier-béton est d'associer une dalle de béton et une poutre en acier pour un travail en commun. Les connecteurs de cisaillement sont des outils mécaniques qui ont le rôle d'assurer la connexion entre les deux matériaux à l'interface des poutres mixtes. Une variété de connecteurs de cisaillement a été proposée dans la littérature afin de fournir un comportement approprié à l'interface acier-béton. Les connecteurs à goujon à tête sont les plus largement utilisés dans la construction mixte en raison des recommandations des codes du bâtiment. Cependant, ces derniers
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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.

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Perrinet, 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.

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Dans les applications automobiles et dans d'autres domaines (énergie, aviation, etc), le nombre d'appareils électroniques a augmenté de façon significative au cours des dernières décennies. La sécurité des systèmes et des personnes repose sur la qualité de connecteurs électriques. Toutefois, soumis à des vibrations (moteur de la voiture, de l'environnement) des microdéplacements sont induits à l’interface. La problématique du contact électrique est principalement liée à l'altération de la conduction de faible courant (5mA) dans les interfaces soumises à des contraintes mécaniques de glissement
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Rehman, Naveed Ur. "Behaviour of demountable shear connectors in composite structures." Thesis, University of Bradford, 2017. http://hdl.handle.net/10454/14790.

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The research presented in this thesis is to evaluate the feasibility of demountable shear connectors as an alternative to welded shear connectors in composite structures through push off tests and composite beam tests. Push off tests were conducted to examine the shear strength, stiffness and ductility of demountable shear connectors in composite structures. The experimental results showed that demountable shear connectors in composite structures have very similar shear capacity to welded shear connectors. The shear capacity was compared against the prediction methods used for the welded shear
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Rehman, Naveed. "Behaviour of demountable shear connectors in composite structures." Thesis, University of Bradford, 2017. http://hdl.handle.net/10454/14790.

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The research presented in this thesis is to evaluate the feasibility of demountable shear connectors as an alternative to welded shear connectors in composite structures through push off tests and composite beam tests. Push off tests were conducted to examine the shear strength, stiffness and ductility of demountable shear connectors in composite structures. The experimental results showed that demountable shear connectors in composite structures have very similar shear capacity to welded shear connectors. The shear capacity was compared against the prediction methods used for the wel
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Books on the topic "Behavior of connectors"

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M, Leijten Ad J., and Timber Engineering Ltd, eds. Behaviour of timber connections. Timber Engineering, 2000.

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Reider, Bjorhovde, Brozzetti Jacques, and Colson André, eds. Connections in steel structures: Behaviour, strength, and design. Elsevier Applied Science, 1988.

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Restrepo, J. I. Seismic behaviour of connections between precast concrete elements. University of Canterbury, Dept. of Civil Engineering, 1993.

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Bass, Andrea J. Behaviour of polymeric composite connections in pultruded frames. typescript, 1994.

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Erdman, Phyllis. Attachment: Expanding the cultural connections. Routledge, 2010.

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Aguilera, Hector Feliciano Pons. Dynamic behavior of tubular bracing members with single plate concentric connections. National Library of Canada = Bibliothèque nationale du Canada, 1999.

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Smart, Diana. Patterns and precursors of adolescent antisocial behaviour: Outcomes and connections. Australian Institute of Family Studies, 2005.

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Zhao, Xiao-Ling. Cold-formed tubular members and connections: Structural behaviour and design. Elsevier, 2005.

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Sheridan, Susan M. Conjoint behavioral consultation: Promoting family-school connections and interventions. 2nd ed. Springer, 2008.

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Thomas, David Andrew Bernard. The behaviour of composite beams with profiled steel sheeting and shot-fired shear connectors. University of Salford, 1989.

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Book chapters on the topic "Behavior of connectors"

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Li, Yi, Xiyue Zhang, Yuanyi Ji, and Meng Sun. "Capturing Stochastic and Real-Time Behavior in Reo Connectors." In Lecture Notes in Computer Science. Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-70848-5_18.

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Moka, Vijay Tarun Kumar, and R. Siva Chidambaram. "Experimental Investigation on Flexural Behavior of Precast Beam–Beam Connections Using Mechanical Connectors." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-99-1608-5_45.

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Fang, H. "Behavior of bolted shear connectors for demountable and reusable UHPC-formed composite beams." In Life-Cycle of Structures and Infrastructure Systems. CRC Press, 2023. http://dx.doi.org/10.1201/9781003323020-21.

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Huang, Junqi, Sushil Kumar, and Jian-Guo Dai. "Flexural Behavior of Reinforced Concrete Sandwich Wall Panels Enabled by Fiber-Reinforced Polymer (FRP) Connectors." In Sandwich Composites. CRC Press, 2021. http://dx.doi.org/10.1201/9781003143031-9.

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Dai, Jian-Guo, Sushil Kumar, and Junqi Huang. "Axial Behavior of Reinforced Concrete Sandwich Wall Panels Enabled by Fiber-Reinforced Polymer (FRP) Connectors." In Sandwich Composites. CRC Press, 2021. http://dx.doi.org/10.1201/9781003143031-10.

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Joo, Hyung Joong, Seung Sik Lee, Soon Jong Yoon, Ju Kyung Park, and 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. Trans Tech Publications Ltd., 2006. http://dx.doi.org/10.4028/0-87849-989-x.1355.

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Wang, Jin-mei, Lai-zheng Luo, Wei Zhang, Li-jun Feng, and Jian-hong Liu. "Study on Corrosion Behavior of 300M Ultra-high Strength Steel-5228A/CCF300 Composite Galvanic Connectors in Marine Atmospheric Environment." In Lecture Notes in Mechanical Engineering. Springer Nature Singapore, 2025. https://doi.org/10.1007/978-981-96-5380-5_1.

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Xu, Guoping, Qingfei Huang, Shenyou Song, Hai Ji, Bin Deng, and Tian Song. "Research on Mechanical Properties of Steel Shell Concrete Immersed Tube Shear Connectors." In Advances in Frontier Research on Engineering Structures. Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-19-8657-4_27.

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AbstractStructural designs of shear connector in immersed tunnel is one of the most significant key technical problems in tunnel designing. According to investigations conducted in Shenzhong Link project, this paper combined numerical simulation methods and experimental verifications and to research effects of shear connector void, stress state, and opening holes on performances of steel–concrete connectors, and also discussed differences of shear slip curves under the influence of factors above, as well as impacts on bearing capacities and stiffnesses of connectors. Through numerical simulati
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Hassan, Rohana, Azmi Ibrahim, and Zakiah Ahmad. "Structural Behaviour of Mortise and Tenon Joints." In Timber Connections. Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-19-2697-6_3.

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Hodgkins, Angela. "Supporting and promoting positive behaviour." In Nurturing Compassionate Connections. Routledge, 2025. https://doi.org/10.4324/9781003464686-6.

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Conference papers on the topic "Behavior of connectors"

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Hanlon, James T., and Neil R. Aukland. "Mil-L-87177 and a Commercial Lubricant Improve Electrical Connector Fretting Corrosion Behavior." In CORROSION 2000. NACE International, 2000. https://doi.org/10.5006/c2000-00709.

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Abstract We have conducted a fretting research project using MIL-L-87177 and a Commercial Lubricant1 on Nano-miniature Connectors. Fretted without lubricant, individual connectors first exceeded our 0.5 ohm failure criteria from 2,341 to 45,238 fretting cycles. With additional fretting, their contact resistance increased to more than 100,000 ohms. Unmodified MIL-L-87177 lubricant delayed the onset of first failure to between 430,000 and over 20 million fretting cycles. MIL-L-87177 modified by addition of 1 micron Teflon powder2 delayed first failure to beyond 5 million fretting cycles. Best re
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Jin, Qiuyan, Rui Ji, Ruizhe Liu, and Liping Wei. "Behavior Modeling of Cascading Passive Intermodulation in Coaxial Connectors with Nonlinear Transfer Function." In 2024 International Conference on Microwave and Millimeter Wave Technology (ICMMT). IEEE, 2024. http://dx.doi.org/10.1109/icmmt61774.2024.10672443.

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Mullner, Alex, and Alireza Fadai. "LONG-TERM BEHAVIOR OF NOVEL SOLID WOOD-CONCRETE-COMPOSITE FLOORS WITH COMBINED SHEAR CONNECTORS." In World Conference on Timber Engineering 2025. World Conference On Timber Engineering 2025, 2025. https://doi.org/10.52202/080513-0191.

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Fatriady, M. R., Rudy Djamaluddin, Muhammad Wihardi Tjaronge, and A. A. Amiruddin. "Properties of Composite Panel as Wall Structure for Housing." In The 6th International Symposium on Infrastructure Development. Trans Tech Publications Ltd, 2025. https://doi.org/10.4028/p-t5dm8u.

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As a country within the World Ring of Fire, Indonesia is a country prone to natural disasters such as earthquakes. As a result, casualties, damage to buildings and limited access to a number of isolated locations in remote areas. However, the handling of victims should not be slowed down. The development of civil engineering supports environmentally friendly behavior while creating building innovations from small mass materials that are able to reduce the weight of the building itself which has been a problem with the magnitude of the impact of earthquakes. The author conducted mechanical test
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Hicks, Stephen J., Andrew Woodward, and Waleed Hamad. "Development of an Innovative Composite Steel and Cross Laminated Timber Floor System." In IABSE Symposium, Tokyo 2025: Environmentally Friendly Technologies and Structures: Focusing on Sustainable Approaches. International Association for Bridge and Structural Engineering (IABSE), 2025. https://doi.org/10.2749/tokyo.2025.1919.

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&lt;p&gt;This paper presents the results from a major research programme that investigated an innovative composite steel and cross laminated timber (CLT) floor system for low-, medium- and high-rise office developments. In total, 21 push tests were completed to investigate the effect of several key variables on the load-slip behaviour of the shear connectors, including the stud spacing, gap between the CLT panels, and the transverse reinforcement bars. Based on the optimum shear connector arrangement determined from the push tests, a 12.0 m composite steel and CLT beam has been constructed at
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Martinod, Edson, Noël Feix, Michèle Lalande-Guionie, and Bernard Jecko. "Analysis of Connector Behaviour in Terms of Electromagnetic Compatibility." In EMC_2000_Wroclaw. IEEE, 2000. https://doi.org/10.23919/emc.2000.10842135.

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Santiago-Flores, Alejandro, and Edgar Tapia-Hernández. "Seismic Behavior of Steel Beam to Box Column Connections." In IABSE Congress, San José 2024: Beyond Structural Engineering in a Changing World. International Association for Bridge and Structural Engineering (IABSE), 2024. https://doi.org/10.2749/sanjose.2024.0105.

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&lt;p&gt;In recent years, the use of steel elements in building constructions in seismic regions has increased. Although steel structures have generally performed well during earthquakes, their seismic vulnerability significantly depends on the performance of their components. In this research, the results of two full-scale steel beam-to-column moment connections tested under cyclic loading are discussed. The prototypes were made up of box columns and I-shaped beams with an exterior beam-to-column joint. The physical full-scale cyclic testing was corroborated through nonlinear finite element (
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Leemans, P., Q. Declerck, H. Grandjean, K. Daems, B. Hennuy, and 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.

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Perez, Marines, Carlos Alberto Bermudez, and 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.

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Conventional bolts fillet-welded to steel and embedded in concrete have been a common method of force transfer between steel and concrete materials in composite construction in some Latin American countries. Welded bolt shear connectors have been used in both low-rise and mid-rise constructions replacing headed steel stud shear connectors. Whereas the installation of headed studs requires the use of a special high voltage equipment, welded bolts can be welded with fillet welds using shielded metal arc welding process more economically. Welded bolt shear connectors are also used in lateral load
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Capelli, Francesca, Jordi-Roger Riba, and 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.

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Reports on the topic "Behavior of connectors"

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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.

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Mahmood, Salih. Behavior of Lap Shear Connections with Thermally Insulating Filler Plates. Portland State University Library, 2000. http://dx.doi.org/10.15760/etd.6047.

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Porter, Joanne, Val Prokopiv, Blake Peck, Carolyn Bailey, and Habib Forooshani. Adolescents Building Connections (ABC) Project Evaluation 2022. Federation University, 2023. http://dx.doi.org/10.35843/xacb5551.

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CERC (formally CERG) has evaluated the Quantum Support Services ABC program that provides tools and strategies to help young people understand the impact of their behaviours and encourage positive growth and maintenance of healthy relationships.
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Canna, Tammy, and Mark Bowman. Fatigue Behavior of Beam Diaphragm Connections With Intermittent Fillet Welds, Part I, Volume 1, Field Evaluation. Purdue University, 2002. http://dx.doi.org/10.5703/1288284313222.

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Barth, Amy, and Mark Bowman. Fatigue Behavior of Beam Diaphragm Connections With Intermittent Fillet Welds, Part I, Volume 2, Laboratory Fatigue Evaluation. Purdue University, 2002. http://dx.doi.org/10.5703/1288284313223.

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Martinez, Hector, Kylie Rochford, and Diane Bergeron. Helping You, Helping Me? The Mediating Role of Organizational Citizenship Behavior in the Relationship Between Psychological Capital and Social Network Positions. Center for Creative Leadership, 2025. https://doi.org/10.35613/ccl.2025.2061.

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Abstract:
Over the past few decades, there has been an increasing shift from focusing on what is wrong with humans and organizations (e.g., problems, maladaptive behavior) to focusing on what is right (e.g., strengths, human and organizational flourishing). In this positive vein, we investigated the explanatory role of organizational citizenship behavior (e.g., helping others, volunteering for tasks that help the group or organization, organizing events, speaking up with ideas) in examining the relationship between psychological capital and social network positions. Psychological capital is an individua
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Bewick, Bryan, Hani Salim, and Brett Agee. Bending and Shear Interaction Behavior of Upgraded Conventional Cold-Formed Steel Connections to Protect Against Moderate Blast Events. Defense Technical Information Center, 2011. http://dx.doi.org/10.21236/ada546934.

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Xu, Fei, and 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, 2018. http://dx.doi.org/10.18057/icass2018.p.152.

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Jiang, Luli, Kim Rasmussen, and 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, 2018. http://dx.doi.org/10.18057/icass2018.p.174.

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Gao, Jun-Dong, Huan-Xin Yuan, and 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, 2018. http://dx.doi.org/10.18057/icass2018.p.157.

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