Relevant bibliographies by topics / End plate connection

Contents

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

Academic literature on the topic 'End plate connection'

Author: Grafiati
Published: 3 June 2025
Last updated: 31 July 2025

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Journal articles on the topic "End plate connection"

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Hu, Jong Wan, and Jun Hyuk Ahn. "New Bolted End-Plate Connection Design." Advanced Materials Research 1025-1026 (September 2014): 878–84. http://dx.doi.org/10.4028/www.scientific.net/amr.1025-1026.878.

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This paper is principally performed to survey end-plate connection are described in the next part based on ideal limit states. The determination of end-plate based on the full plastic strength of the steel beam in accordance with 2001 AISC-LRFD manual and AISC/ANSI 358-05 Specifications. The bolted connections considered herein were performed to include the end-plate component of moment connections. This study is intended to investigate economic design for end-plate connections. In addition, the proposed end-plate model is evaluated by comparing the required factored bolt strength. The end-pla
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Dalen, Karl Van, and Mark Van Dalen. "An experimental study of end plate shear connections." Canadian Journal of Civil Engineering 18, no. 5 (1991): 818–29. http://dx.doi.org/10.1139/l91-099.

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The shear behaviour of both conventional end plate connections and clipped end plate connections, in which the upper corner of the end plate was removed, was examined in a laboratory investigation of 29 full-scale test specimens. The study included connections of varying geometry, bolt diameter, and end plate depth. The majority of the connections failed in one of two modes: a failure of the bolt group component or a web-tear failure. For connections failing through the bolt group, the ratio of the shear capacity of the clipped connection to that of the conventional connection is the ratio of
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De'nan, Fatimah, Nor Salwani Hashim, and Nurul Ain Abd Wahab. "Optimizing Structural Connections: Finite Element Analysis of Extended End Plates and Bolt Dynamics." Electronic Journal of Structural Engineering 25, no. 2 (2025): 1–8. https://doi.org/10.56748/ejse.24665.

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This study analyzed the connection using finite element (FE) simulations and nonlinear analysis to determine its moment resistance and mode of failure. In this work, FEA (finite element analysis) is employed to analyze the triangular web profiled (TRIWP) steel section as a beam element and extended end plate connection. The connection model has been developed with different thicknesses of extended end plate, beam flange, and beam web, and these parameters were analyzed to determine the relationship between all three cases with the failure connections and moment-rotation curve. Furthermore, the
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Adey, B. T., G. Y. Grondin, and J. JR Cheng. "Cyclic loading of end plate moment connections." Canadian Journal of Civil Engineering 27, no. 4 (2000): 683–701. http://dx.doi.org/10.1139/l99-080.

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An experimental investigation of 15 cyclically loaded extended end plate connections was undertaken to assess the significance of some design parameters. The parameters investigated were beam size, bolt layout, end plate thickness, use of extension stiffeners, welding process, and weld preparation. Eleven of the 15 full-scale test specimens were designed to confine failure to the end plate and four were designed to develop the plastic moment capacity of the beam. Of the beam sizes tested (W360×51, W460×97, and W610×125) the W460×97 beam connections provided the most ductility. The relaxed bolt
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Zhang, Shao Qin, and Lei Wu. "Numerical Analysis of the Influence of the Padding-Plate on the Extended End-Plate Connection." Applied Mechanics and Materials 578-579 (July 2014): 505–8. http://dx.doi.org/10.4028/www.scientific.net/amm.578-579.505.

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In the present paper, we investigate the effect of a padding-plate on the behavior of extended end-plate semi-rigid connections. The numerical simulations were carried out for a standard extended end-plate connection joint without padding-plate and two connection joints with 4mm and 6mm thick padding-plates. The existing experimental results verified the validity of the numerical model. The numerical results have shown that a thin padding-plate will more or less decline the carrying load capacity of the connection joint but greatly improve the connect ductility. Filling a thin padding-plate in
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Kriviak, Gary J., and D. J. Laurie Kennedy. "Standardized flexible end plate connections for steel beams." Canadian Journal of Civil Engineering 12, no. 4 (1985): 745–66. http://dx.doi.org/10.1139/l85-089.

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A flexible end plate connection consists of a plate fastened to both sides of the web of a beam by fillet welds. Bolted field connections are used. The connection should transmit vertical shear and allow beam end rotations to occur without the development of significant moments. It is common practice to evaluate the shear capacity of these connections neglecting the presence of secondary forces, which can develop when the connection rotates.Existing analytical models of the moment–rotation behaviour correlate well with test results. These models consider both the flexural and membrane response
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Suswanto, Budi, Fikri Ghifari, Yuyun Tajunnisa, and Data Iranata. "Retrofitting Bolted Flange Plate (BFP) Connections Using Haunches and Extended End-Plates." Civil Engineering Journal 10, no. 8 (2024): 2450–70. http://dx.doi.org/10.28991/cej-2024-010-08-03.

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In Indonesia, one of the most common forms of connection is the Bolted Flange Plate (BFP) moment connection. Nevertheless, their current setups do not satisfy the strict requirements outlined in AISC 358-22. Therefore, this study uses advanced sub-assemblage numerical modeling simulations using ANSYS software to propose a novel way to integrate a half WF extended end-plate connection and trapezoidal haunch in order to fortify BFP moment connections, which does not meet the requirement required by AISC 358-22. Methodologically, the research entails comprehensive modeling and analysis of the pro
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Shek, Poi Ngian, M. Md Tahir, Cher Siang Tan, and Arizu Sulaiman. "Experimental Investigation of Retrofitted Extended End-Plate Connections." Applied Mechanics and Materials 284-287 (January 2013): 1330–33. http://dx.doi.org/10.4028/www.scientific.net/amm.284-287.1330.

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A series of retrofitted extended end-plate connections have been tested experimentally and evaluated using the component method specified in Eurocode 3. The component method decomposed the end-plate connection into several components, including the tension zone, compression zone, vertical and horizontal shear zone that occurred at the bolt, end-plate, beam and column. Based on the theoretical model, the moment resistance and the initial stiffness of a connection can be predicted. Four experimental tests on the retrofitted extended end-plate connections have been conducted to verify the propose
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Pan, Jianrong, Shizhe Chen, Zhan Wang, and Hui Lu. "Initial rotational stiffness of minor-axis flush end-plate connections." Advances in Mechanical Engineering 10, no. 1 (2018): 168781401774539. http://dx.doi.org/10.1177/1687814017745397.

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The semi-rigid performance of minor-axis connections is important in the study of overall framework. Experiments were conducted on minor-axis flush end-plate connections under a monotonic load. Numerical simulations were carried out using the finite-element package ABAQUS and compared with the experimental results. The initial rotational stiffness of the connection was calculated using the equivalent T-stub in tension and EC3 component method, and the calculated veracity is discussed. The results show that under the action of a negative bending moment, the failure modes of the minor-axis flush
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Panjaitan, Arief, Purwandy Hasibuan, Rudiansyah Putra, Mochammad Afifuddin, Muhammad Fauzi, and Muhammad Haiqal. "Flexural strength of end-plate connection with several different bolt arrangements." Journal of Physics: Conference Series 2916, no. 1 (2024): 012019. https://doi.org/10.1088/1742-6596/2916/1/012019.

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Abstract An end-plate connection is one of the common connections implemented in beam-column joints. This connection used a combination of bolts and welds as the connectors, so it is also specified as a semi-rigid connection. In general, the end-plate connection is applied to withstand the bending moment and to enhance its bending capacity, the connection area of the end-plate is generally enlarged. So far, the studies carried out to obtain the contribution of bolt arrangements to flexural strength are very limited, so maximum flexural capacity has not yet been optimally achieved. This researc
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Dissertations / Theses on the topic "End plate connection"

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Jain, Nonish. "Developing and Validating New Bolted End-Plate Moment Connection Configurations." Thesis, Virginia Tech, 2015. http://hdl.handle.net/10919/56598.

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This research has been aimed to introduce larger moment carrying connections for any type of buildings, in particular the metal building industry. A total of four connection configurations, namely eight-bolt extended four wide, eight-bolt extended stiffened, six bolt flush unstiffened and twelve bolt extended unstiffened, have been investigated. The last two configurations are proposed whereas the first two configurations have been tested before, but the design procedures need to be validated against the test results. Design procedures, namely yield line analysis and bolt force models, were
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Sumner, Emmett A. "Unified Design of Extended End-Plate Moment Connections Subject to Cyclic Loading." Diss., Virginia Tech, 2003. http://hdl.handle.net/10919/28078.

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Experimental and analytical research has been conducted to develop unified design procedures for eight extended end-plate moment connection configurations subject to cyclic/seismic loading. In addition, the suitability of extended end-plate moment connections for use in seismic force resisting moment frames was investigated. Eleven full-scale cyclic and nine monotonic extended end-plate moment connection tests were conducted. Design procedures for determining the required bolt diameter and grade, end-plate thickness, and column flange thickness were developed. The proposed design procedure
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Szabo, Trevor Alexander. "Development and Validation of a Twelve Bolt Extended Stiffened End-Plate Moment Connection." Thesis, Virginia Tech, 2017. http://hdl.handle.net/10919/78230.

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Three end-plate moment connection configurations are prequalified for special moment frames for seismic applications in AISC 358-10. The eight bolt extended stiffened connection is the strongest of the three configurations, but it can only develop approximately 30 percent of currently available hot-rolled beam sections. The strength of this configuration is limited by bolt strength. There is a need for a stronger end-plate moment connection, hence the reason for the development and validation of a twelve bolt configuration. Equations were developed for the design procedure using various analyt
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Blumenbaum, Stephen E. "Response of Cyclically Loaded Extended End-Plate Moment Connections When Used With Welded Built-Up Sections." Thesis, Virginia Tech, 2004. http://hdl.handle.net/10919/10060.

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An experimental investigation was conducted to study the behavior of extended end-plate moment connections subjected to cyclic loading. Eleven specimens were tested, representing typical connection configurations used in the metal building manufacturing industry. Four of the beams were shallow (30 in. or less), and seven were deep (60 in. or more). Two of the beams had compact webs, two had non-compact webs, and seven had slender webs. All specimens were designed according to the "thick plate" procedure contained in AISC Design Guide 16, Flush and Extended Multiple-Row Moment End-Plate Connect
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Arthur, Godwin Addiah. "Investigation of The Failure Mechanism and Moment Capacity Prediction in a Ten Bolt Flush End Plate Moment Connection." University of Akron / OhioLINK, 2010. http://rave.ohiolink.edu/etdc/view?acc_num=akron1279715068.

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Mays, Timothy Wayne. "Application of the Finite Element Method to the Seismic Design and Analysis of Large Moment End-Plate Connections." Diss., Virginia Tech, 2000. http://hdl.handle.net/10919/11245.

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Due to problems associated with welded moment connections uncovered after the Northridge earthquake, large bolted connections are becoming a much more attractive alternative for design in seismic regions. However, stringent design requirements established by the AISC Seismic Provisions for Structural Steel Buildings (1997) make current moment end-plate configurations and design procedures inadequate for multi-story buildings. This dissertation first examines and critiques current seismic design philosophies as applied to moment end-plate connections. Next, the finite element method is used
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Bond, Douglas Edward. "Analytical and experimental investigation of a flush moment end-plate connection with six bolts at the tension flange." Thesis, Virginia Polytechnic Institute and State University, 1989. http://hdl.handle.net/10919/76341.

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An analytical and experimental investigation was conducted to study the six bolt flush moment end-plate connection configuration which is used in steel frame construction. The limit states of plate yielding and bolt fracture were analyzed using yield-line theory to predict endplate thicknesses and a split-tee analogy to develop a method to predict bolt forces. Five experimental tests were conducted on four configurations within a matrix of geometric parameters. The predicted ultimate moment showed good . correlation to the yield moment obtained from the experimental deflection plots. The exper
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Yilmaz, Oguz. "Detailed Fem Analysis Of Two Different Splice Steel Connections." Master's thesis, METU, 2008. http://etd.lib.metu.edu.tr/upload/12609895/index.pdf.

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Beam splices are typically located at moment contraflexure points (where M=0). Most design specifications require these splices to develop a strength either to meet design forces or a minimum value set by specifications. The design forces are typically determined through elastic analysis, which does not include flexibility of splice connections. In this research, two types of splice connections, an extended end plate splice connection and a flange and web plate bolted splice connection, were tested and analyzed to investigate the effect of the partial strength splice connections on structural
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Figueiredo, Luciana Maria Bonvino. "Ligações mistas viga-pilar - análise teórica e experimental." Universidade de São Paulo, 2004. http://www.teses.usp.br/teses/disponiveis/18/18134/tde-28022005-163553/.

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Uma ligação em estruturas de aço é denominada mista quando considera-se a contribuição da laje no seu comportamento. Assim, além do detalhe da ligação em aço, outros parâmetros interferem no comportamento da ligação mista, como a taxa de armadura e o nível de interação entre a laje e a viga de aço. Os métodos de cálculo de ligações mistas derivam do Método dos Componentes proposto pelo Eurocode 3 para cálculo de ligações em aço. Apresenta-se uma adaptação de um destes métodos para cálculo de ligações mistas que representam a realidade brasileira em termos de perfis e detalhes de ligação. Foi e
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Hamodi, Sara, and Sadi Taha Fahandezh. "Analysis of Tension-Zone Resistance in Bolted Steel Connections : Component Method according to Eurocode3." Thesis, KTH, Stålbyggnad, 2017. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-213723.

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In order to predict the behaviour of bolted steel connections, different methods can be applied to calculate the design tension resistance. In this thesis, the tension resistance is evaluated in the context of the so called Component Method according to Eurocode 3 part 1-8. The design approach establishes a unified procedure of modelling steel joints. Each joint configuration is decomposed into its basic components depending on loading type. In order to design the resistance of components subjected to tensile forces, a simple substitute model, the so-called Tstub flange is adopted. The Compone
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Books on the topic "End plate connection"

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

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M, Murray Thomas. Extended end-plate moment connections: Seismic and wind applications. American Institute of Steel Construction, 2004.

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Benterkia, Zoubir. End-plate connections and analysis of semi-rigid steel frames. typescript, 1991.

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Najafi, Ali A. End plate connections and their influence on steel and composite structures. typescript, 1992.

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Brown, Nigel D. Aspects of sway frame design and ductility of composite end plate connections. typescript, 1995.

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Kim, Yong-Wha. The behaviour of beam-to-column web connections with flush end plates. typescript, 1988.

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Extended End-Plate Moment Connections (D804). Amer Inst of Steel Construction, 1991.

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Burnakov, V. A. Fetishes of Tos in the Traditional Worldview of Khakass (End of the 19th – the Middle of the 20th Century). IAET SB RAS Publishing, 2020. http://dx.doi.org/10.17746/7803-0306-0.2020.

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The monograph is devoted to the study of the cult of toses – fetishes in the traditional Khakass culture. Based on a wide range of sources, both published and for the fi rst time introduced into scientifi c circulation – archival materials and museum collections, the place and role of these cult objects in the spiritual life of Khakass were analyzed. The practice and technology of their manufacture were studied in detail. Sacral functions attributed to fetishes and rituals of their worship are considered. The connection of shamans with the cult of toses has been revealed. For the fi rst time,
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Spelman, Henry. Epilogue. Oxford University Press, 2018. http://dx.doi.org/10.1093/oso/9780198821274.003.0011.

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This epilogue briefly highlights the unity of this work as a whole and then takes a broader view over ancient literature in order to trace some potential connections between Pindar and other sorts of poetry, both earlier and later. The Pindar who emerges from this monograph is a poet who looks with supreme self-consciousness to the past, the present, and the future simultaneously. To grasp Pindar’s vision of his place in the traditions of archaic poetry may in the end help us to see better how and why he eventually came to hold such a central place in the Graeco-Roman literary tradition as a w
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Torrent, Mélanie. Algerian Independence and the British Left. Bloomsbury Publishing Plc, 2024. http://dx.doi.org/10.5040/9781788318433.

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Based on archives from governments, parties, organisations and individuals, this book investigates the relationship between the British left and Algerian liberation movements during the Algerian War of Independence (1954-1962).It explores the presence of representatives of the Mouvement national algérien (MNA) and the Front de libération nationale (FLN) in London, where they actively sought support for peace, independence from France and the global end of European domination. By surveying their interactions with individuals and groups in the anticolonial left, including prominent Labour MPs, a
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Book chapters on the topic "End plate connection"

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Ma, Hong Wei, and Chong Du Cho. "Application of Superelasticity of SMAs in Bolted End-Plate Connection." In Key Engineering Materials. Trans Tech Publications Ltd., 2007. http://dx.doi.org/10.4028/0-87849-456-1.3039.

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Nawar, Anika, and Tanvir Mustafy. "Prediction of Moment Capacity of Flush End-Plate Connection: A Machine Learning Approach." In Lecture Notes in Civil Engineering. Springer Nature Switzerland, 2024. http://dx.doi.org/10.1007/978-3-031-63276-1_20.

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Mineyama, Y., Y. Sugimoto, K. Sugita, and T. Yamaguchi. "Development of an Emergency Bridge with the Double End Plate Connection Using High Strength Bolt." In Lecture Notes in Civil Engineering. Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-8079-6_37.

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Lei, Shaopeng, Yongshuai Li, and Zike Jiao. "Parametric analysis of blind bolted end-plate connection joints under the condition of middle column-loss." In Frontiers in Civil and Hydraulic Engineering, Volume 1. CRC Press, 2023. http://dx.doi.org/10.1201/9781003344209-32.

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Lin, Shuyuan, Zhaohui Huang, and Mizi Fan. "Modelling of End-Plate Connections in Fire." In Design, Fabrication and Economy of Metal Structures. Springer Berlin Heidelberg, 2013. http://dx.doi.org/10.1007/978-3-642-36691-8_48.

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Sumner, Emmett A., Timothy W. Mays, and Thomas M. Murray. "‘Heavy’ moment end-plate connections subjected to seismic loading." In Behaviour of Steel Structures in Seismic Areas. CRC Press, 2021. http://dx.doi.org/10.1201/9781003211198-100.

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Erdélyi, A., and L. Horváth. "Fire Design of Bolted End-Plate Beam-to-Column Connections." In Design, Fabrication and Economy of Metal Structures. Springer Berlin Heidelberg, 2013. http://dx.doi.org/10.1007/978-3-642-36691-8_55.

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Tucki, P., and E. Hotała. "Innovative bolted end-plate connections for high web I-beams." In Modern Trends in Research on Steel, Aluminium and Composite Structures. Routledge, 2021. http://dx.doi.org/10.1201/9781003132134-47.

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Broderick, B. M., and A. W. Thomson. "Cyclic testing of flush end-plate semi-rigid steel connections." In Behaviour of Steel Structures in Seismic Areas. CRC Press, 2021. http://dx.doi.org/10.1201/9781003211198-20.

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Mays, T. W., E. A. Sumner, R. H. Plaut, and T. M. Murray. "Seismic design of sixteen-bolt extended stiffened moment end-plate connections." In Behaviour of Steel Structures in Seismic Areas. CRC Press, 2021. http://dx.doi.org/10.1201/9781003211198-99.

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Conference papers on the topic "End plate connection"

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Takashima, Masato, Hiroshi Tagawa, and Xingchen Chen. "Application of T-shaped steel splice member to brace-end connection of circular hollow section brace." 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.2025.3385.

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<p>Usage of hollow section braces is popular in steel structures for their superior performance. To connect tubular members with the structural frame, field-bolted connections between the slotted- in splice and gusset plates are often utilized. However, single-shear bolted connections have a higher risk of sway mode buckling because of the eccentricity between the gusset plate and the brace axis. This study proposes a brace end connection in which the T-shaped splice members are inserted into the tubular brace so that the gusset plate axis is identical with the brace axis. The T-shaped s
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Chong, Shen, Su Qingtian, Wu Chong, and Li Jinguo. "Numerical and Experimental Study on the Static Performance of Composite T-shaped Piers with Steel Bent Cap and Concrete Column." 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.2024.0763.

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<p>In order to solve the problems of heavy self-weight and construction difficulties of the cap beam, a new kine of composite T-shaped pier with steel bent cap and concrete column is proposed in this paper, and its connection joint consists of flange and rebars. Finite element analysis and scaled model test are used to study the ultimate bearing capacity and failure mode of the pier. In the test, there was a significant vertical displacement at the end of the right cantilever beam, and local buckling caused by principle stress occurred at the top of webs between transversal partitions an
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Tenopir, Tim J. "Waveguide Encapsulation System for Corrosion Protection." In CORROSION 1997. NACE International, 1997. https://doi.org/10.5006/c1997-97534.

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Abstract Corrosion at waveguide joints is a major problem area reported in US military fire control system (FCS) antenna assemblies. Due to inherent crevices, dissimilar metals, thermal cycling, and direct exposure to a hostile and dynamic marine environment, waveguide flange connections are highly susceptible to severe and rapid corrosive attack. To aggravate the problem even further, many antenna assemblies on US naval vessels are placed at locations which are very hard to get to and inspect and even more difficult (if not impossible) to repair or perform corrective/routine maintenance in pl
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Mureşan, Ioana Cristina, and Roxana Bâlc. "Parametric study of extended end-plate connection using finite element modeling." In INTERNATIONAL CONFERENCE OF NUMERICAL ANALYSIS AND APPLIED MATHEMATICS (ICNAAM 2016). Author(s), 2017. http://dx.doi.org/10.1063/1.4992741.

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Tahir, M. M., I. Juki, C. S. Tan, and P. N. Shek. "Experimental Investigation of Flush End-Plate Connection Connected to Column Web." In 7th International Conference on Steel and Aluminium Structures. Research Publishing Services, 2011. http://dx.doi.org/10.3850/978-981-08-9247-0_rp043-icsas11.

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Gjukaj, Anita, Petar Cvetanovski, and Ferit Gashi. "THE EFFECT OF COLUMN WEB STIFFENERS ON MOMENT RESISTANCE AND DUCTILITY OF EXTENDED END-PLATE BOLTED CONNECTION." In 2nd Croatian Conference on Earthquake Engineering. University of Zagreb Faculty of Civil Engineering, 2023. http://dx.doi.org/10.5592/co/2crocee.2023.8.

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Extended end-plate bolted connections as moment-resistant connections between beam and column usually fall in the semi-rigid partial strength category. Simplicity, duplication, and economy made this joint widely used in steel frame structures. This type of joint is prevalent nowadays which requires knowledge of the entire nonlinear moment-rotation behaviour of the joints. Using ABAQUS FE software in this paper, a three-dimensional finite element model (FEM) is developed to identify the effect of different geometrical parameters on the behaviour of extended end-plate bolted connection with four
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Konin, Denis V., Alexander R. Olurombi, and Nikita A. Tuvaev. "STRESS-STRAIN STATE OF END-PLATE 4-WAY BEAMS TO COLUMN CONNECTION." In III Научно-практическая конференция аспирантов и молодых ученых АО «НИЦ «Строительство». АО «НИЦ «Строительство», 2023. http://dx.doi.org/10.37538/2713-1157-2023-22-23.

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Ehsan, Mohammad Haroon, and Mutlu Seçer. "Numerical Analysis of Flush End-Plate Beam-to-Column Connection using Mathematical Model and Finite Element Analysis." In International Students Science Congress. Izmir International Guest Student Association, 2021. http://dx.doi.org/10.52460/issc.2021.015.

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In the conventional analysis and design of steel structures, beam-to-column connections are generally assumed as entirely rigid or perfectly pinned. This assumption simplifies analysis and design steps and preferred extensively in structural engineering practice. However, experimental studies conducted in recent years have revealed that handling some of the beam-to-column connections as entirely rigid or perfectly pinned does not give realistic results. In fact, most of the connections used in current practice have some certain amount of stiffness which fall between the extreme cases of entire
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Battistini, Anthony, Craig Quadrato, Todd Helwig, Michael Engelhardt, and Karl Frank. "Effectiveness of Bent Plate Connection for End Cross-Frames in Skewed Steel Bridges." In Structures Congress 2009. American Society of Civil Engineers, 2009. http://dx.doi.org/10.1061/41031(341)2.

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Mureşan, Ioana Cristina, and Roxana Bâlc. "Extended end-plate connection subjected to monotonic loading: Experimental analysis and FEM simulation." In INTERNATIONAL CONFERENCE OF NUMERICAL ANALYSIS AND APPLIED MATHEMATICS (ICNAAM 2016). Author(s), 2017. http://dx.doi.org/10.1063/1.4992740.

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Reports on the topic "End plate connection"

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Wu, Yingjie, Selim Gunay, and Khalid Mosalam. Hybrid Simulations for the Seismic Evaluation of Resilient Highway Bridge Systems. Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, 2020. http://dx.doi.org/10.55461/ytgv8834.

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Bridges often serve as key links in local and national transportation networks. Bridge closures can result in severe costs, not only in the form of repair or replacement, but also in the form of economic losses related to medium- and long-term interruption of businesses and disruption to surrounding communities. In addition, continuous functionality of bridges is very important after any seismic event for emergency response and recovery purposes. Considering the importance of these structures, the associated structural design philosophy is shifting from collapse prevention to maintaining funct
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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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Howard, Jo, Evert-jan Quak, and Jim Woodhill. A Practical Approach for Supporting Learning in Development Organisations. Institute of Development Studies, 2022. http://dx.doi.org/10.19088/k4d.2022.120.

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The Knowledge, Evidence and Learning for Development (K4D) Programme, which started in 2016, comes to an end in September 2022. K4D is a programme funded by and for the UK Government’s Foreign, Commonwealth and Development Office (initially with the Department for International Development, DFID, which was merged with the FCO in 2020). To reflect on the processes and approaches of learning that K4D enabled over the years, a special Working Paper series will be published. One important pillar of the programme was to facilitate learning processes through learning journeys. A total of 33 learning
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Salcido, Charles, Patrick Wilson, Justin Tweet, Blake McCan, Clint Boyd, and Vincent Santucci. Theodore Roosevelt National Park: Paleontological resource inventory (public version). National Park Service, 2022. http://dx.doi.org/10.36967/nrr-2293509.

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Theodore Roosevelt National Park (THRO) in western North Dakota was established for its historical connections with President Theodore Roosevelt. It contains not only historical and cultural resources, but abundant natural resources as well. Among these is one of the best geological and paleontological records of the Paleocene Epoch (66 to 56 million years ago) of any park in the National Park System. The Paleocene Epoch is of great scientific interest due to the great mass extinction that occurred at its opening (the Cretaceous–Paleogene extinction event), and the unusual climatic event that
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NUMERICAL STUDY OF TWO NOVEL CONNECTIONS WITH SHORT END I OR H STUB IN STEEL STRUCTURES. The Hong Kong Institute of Steel Construction, 2022. http://dx.doi.org/10.18057/ijasc.2022.18.1.8.

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In this study, two novel steel connections are introduced by replacements in the conventional end-plate connection with an H-or I-shaped cross-section as a Short Stub Column (SSC). In the first connection, the SSC flange is bolted to the column flange, and the beam is welded to the stub flange. In the second connection, after welding the SSC flange to the column flange and welding the beam to an end-plate, the end-plate is bolted to the SSC flange. The flange and web of the stub are reinforced using horizontal stiffeners to transfer the beam moment. Stiffeners could be employed with various th
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PARAMETRIC STUDIES ON THE MOMENT RESISTANT BEAMCOLUMN CONNECTION BEHAVIOR OF CONCRETE FILLED DOUBLE STEEL TUBULAR COLUMNS AND I STEEL BEAMS. The Hong Kong Institute of Steel Construction, 2022. http://dx.doi.org/10.18057/icass2020.p.284.

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The configuration of Concrete filled double steel tubular cross-section (CFDST) has the potential to overcome the beam-column connection difficulties found in steel tubular cross-sections. Since experimental parametric studies are expensive, numerical methods are adopted in this study to understand the behavior of beam-CFDST column connection under monotonic and cyclic loading conditions. The connection type is observed to be as semi-rigid as per EN1993-1-8. Parametric study includes design parameters like, concrete infill strength, yield strength of inner steel tube and outer steel tube, holl
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LOAD TRANSFER MECHANISM OF STEEL GIRDER-RC PIER CONNECTION IN COMPOSITE RIGID-FRAME BRIDGE. The Hong Kong Institute of Steel Construction, 2022. http://dx.doi.org/10.18057/icass2020.p.286.

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The composite rigid-frame bridge, where the steel girder and the reinforced concrete (RC) pier are rigidly connected, has a high bearing capacity and superior long-term performance. The steel girder-RC pier connection is the critical detail for the design of such a structural form. To this end, a detailed review of composite rigid-frame bridges in China and abroad was carried out to summarize various forms of connections and evaluate their applicability. A novel connection type was then proposed to improve the connective performance between steel plate girders and RC piers. Threedimensional fi
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ENHANCEMENT OF ANTI-COLLAPSE CAPACITY OF STEEL FRAME WITH OPENINGS IN BEAM WEB (ICASS’2020). The Hong Kong Institute of Steel Construction, 2022. http://dx.doi.org/10.18057/icass2020.p.139.

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To overcome the shortcomings of the traditional fully welded connection and the connection with openings in the beam web against earthquakes and progressive collapse, a new type of reinforced connection with openings in the beam web (RBWO connection) is proposed. This connection is characterised by M-shaped structural plates arranged inside the upper and lower flanges of the beam end based on the connection with the openings in the beam web. The addition of the M-shaped structural plate is beneficial to the improvement in the initial stiffness, yield load, and ultimate bearing capacity of the
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THE SEISMIC PERFORMANCE OF DOUBLE TUBE BUCKLING RESTRAINED BRACE WITH CAST STEEL CONNECTORS. The Hong Kong Institute of Steel Construction, 2022. http://dx.doi.org/10.18057/ijasc.2022.18.1.2.

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The special concentrically braced frame (SCBF) is an aseismic structure, but its bracing system exhibits brittle failure and premature buckling connected with the weld fracture of the gusset plate and the post-buckling of the braces; thus, maximizing the role of energy dissipation is difficult. Here, this paper proposes a system of double-tube buckling-restrained brace with cast steel connectors for steel SCBFs. The large inelastic deformation of the bracing system is mainly concentrated in the ductile cast connectors under the earthquake, and the degree of buckling and post-buckling of braces
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RETROFIT EFFECT AND FLEXURAL CAPACITY OF H-SECTION BEAM- THROUGH BEAM-COLUMN CONNECTIONS FOR STEEL MODULAR FRAMES. The Hong Kong Institute of Steel Construction, 2025. https://doi.org/10.18057/ijasc.2025.21.2.4.

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Beam-through steel beam-column configurations are distinct from traditional column-through steel structures because they discontinue columns at each floor by bolting upper and lower columns to floor beam flanges. It facilitates modular manufacturing and floor/modular erection, which provides more opportunities for low to mid-level steel structures. Compared to its constructability superiority, beam-through configurations typically create a weaker beam-column joint than traditional beam-column connections adopted in the current building codes. In a numerical approach, this study investigates th
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