Relevant bibliographies by topics / Exterior beam column joint

Contents

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

Academic literature on the topic 'Exterior beam column joint'

Author: Grafiati
Published: 4 June 2025
Last updated: 1 August 2025

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Journal articles on the topic "Exterior beam column joint"

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Mustafa, Mohammad. "Beam and Column Joint Exterior Behavior." International Journal of Trend in Scientific Research and Development Volume-2, Issue-3 (2018): 2338–40. http://dx.doi.org/10.31142/ijtsrd11660.

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Verma, Pramod, and Prof Pratiksha Malviya. "Exterior Beam Column Joint: An Assessment." International Journal of Trend in Scientific Research and Development Volume-3, Issue-2 (2019): 1024–26. http://dx.doi.org/10.31142/ijtsrd21589.

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Sakhare, Ashitosh. "Structural Analysis of RCC Beam-Column Joints and Shear Walls Strengthened with FRP using ANSYS." International Journal for Research in Applied Science and Engineering Technology 13, no. 6 (2025): 999–1012. https://doi.org/10.22214/ijraset.2025.72236.

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After occurrence of recent earthquakes in the most of world parts, scientific committees for reducing natural disasters and research centers declared based performance design, investigation faults, retrofitting, rehabilitation, new researches are related to strengthening of structures, notice performance, importance of structure, surface of earthquake levels, considering economic and feasibility. One of streningthening method of RC frame is using FRP laminates. Beam and column where intersects is called as joint or junction. The different types of joints are classified as corner joint, exterio
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Mohammad, Mustafa. "Beam and Column Joint Exterior Behavior." International Journal of Trend in Scientific Research and Development 2, no. 3 (2018): 2338–40. https://doi.org/10.31142/ijtsrd11660.

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But recently due to use of high grade of concrete and better quality control in the RCC structures, confinements in the joints as per the new provision of codes leading us to the problem of the congestion. It has been observed at many construction sites that this congestion leads to poor workmanship at the joints, which actually making the joint more vulnerable than previous. Researcher has been working on this area to counter act by Increasing the size of the joints, Using the steel fiber in the joints, Using GRFP to wrap the joints, Prestressing the beam including the joint, Using of the cro
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Pramod, Verma, and Pratiksha Malviya Prof. "Exterior Beam Column Joint An Assessment." International Journal of Trend in Scientific Research and Development 3, no. 2 (2019): 1024–26. https://doi.org/10.31142/ijtsrd21589.

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In a multi storied building, the beam column joint is one of the most critical regions. Usually the beam column joint was considered as rigid frames. Various researchers over the past years indicated that the joint is not rigid. Now it is also stated that instead of the failure in beam and column, failure can also occur in joint hence joint must be considered as a structural member. The Indian standards define a joint as the portion of the column within the depth of the deepest beam that frames into the column. In framed structures the bending moment and shear forces are maximum at the junctio
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Girgin, Sadik Can, Ibrahim Serkan Misir, and Faruk Polat. "Beam-column joint modeling effects on the seismic response of a non-ductile reinforced concrete building." Journal of Structural Engineering & Applied Mechanics 6, no. 5 (2023): 441–54. http://dx.doi.org/10.31462/jseam.2023.05441454.

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Seismic performance evaluation of existing reinforced concrete buildings requires numerical approaches that reflect the damage modes that may arise from deficiencies in beam-column joints. In this study, the seismic performance of an existing reinforced concrete building with four stories was investigated by applying elastic and deformable beam-column joint models. The deformable beam-column joint model was verified using an exterior non-ductile beam-column joint test. The model included a rotational spring located at the joint with two connected nodes in a zero-length with rigid elements in t
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Bhoyar, Mr Moreshwar K., and Prof Harshwardhan Rangari. "Review on Analysis of RCC beam, Column Joint and RCC Shear wall using FRP strengthening on Ansys Software." International Journal for Research in Applied Science and Engineering Technology 11, no. 3 (2023): 3327–31. http://dx.doi.org/10.22214/ijraset.2023.54314.

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Abstract: After occurrence of recent earthquakes in the most of world parts, scientific committees for reducing natural disasters and research centers declared based performance design, investigation faults, retrofitting, rehabilitation, new researches are related to strengthening of structures, notice performance, importance of structure, surface of earthquake levels, considering economic and feasibility. One of streningthening method of RC frame is using FRP laminates. Beam and column where intersects is called as joint or junction. The different types of joints are classified as corner join
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Wu, Yun Tian, Yu Shan Fu, and Chong-Ming Dai. "Seismic Behavior of RC Beam to Partially Steel Tubed Concrete (PSTC) Column Joints Under High Axial Load and Cyclic Loading." International Journal of Structural Stability and Dynamics 16, no. 01 (2016): 1640015. http://dx.doi.org/10.1142/s0219455416400150.

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A new type of partially steel tubed concrete (PSTC) column is proposed that is suitable to be used in new high rise reinforced concrete (RC) buildings. Three exterior joint specimens consisting of RC beams and PSTC columns and two exterior RC joint specimens were designed and tested under high axial load and cyclic loading to investigate the joint behavior in terms of failure pattern, hysteresis response, deformation, energy dissipation capacity and degradation of strength and stiffness. Test results indicate that the PSTC column can benefit the performance of the joint in terms of strength, d
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A. Parvin. "Performance of CFRP-Wrapped Connections." Electronic Journal of Structural Engineering 12 (January 1, 2012): 45–51. http://dx.doi.org/10.56748/ejse.12151.

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Externally-applied FRP wraps have proven to be efficient and effective technique to repair and strengthened structurally deficient beam-column joints. To date, the vast majority of FRP retrofitting studies have been performed on beams and columns. However, investigations on FRP strengthening of beam-column connections are scattered and limited. In the present study, interior and exterior as-built reinforced beamcolumns joints are compared to their CFRP-wrapped counterparts through finite element analysis. The joints are subjected to constant axial and lateral cyclic loads. The lateral load ver
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Hadi, Nurfarhana Diyana Abdul, and Shamilah Anudai. "Performance-Based Seismic Assessment of School Building Using Fragility Curve and Capacity-Demand Response Spectrum." IOP Conference Series: Earth and Environmental Science 1444, no. 1 (2025): 012019. https://doi.org/10.1088/1755-1315/1444/1/012019.

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Abstract This study assesses the seismic vulnerability of a two-storey reinforced concrete school building prototype located in Selangor, Malaysia through a Performance-Based Seismic Assessment. The beam-column joints of the school building were designed using Eurocode 8 and equipped with fuse bars. The fuse bars act as passive energy dissipators to enhance the energy dissipation capacity of the beam-column joints. Three super-assemblages, corner beam-column joint, interior beam-column joint, and exterior beam-column joint, were tested under in-plane lateral cyclic loading. The damage states o
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Dissertations / Theses on the topic "Exterior beam column joint"

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Jemaa, Yaser. "Seismic behaviour of deficient exterior RC beam-column joints." Thesis, University of Sheffield, 2013. http://etheses.whiterose.ac.uk/15025/.

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Post-earthquake reconnaissance and results of previously conducted experiments show that stiffness and strength deterioration of beam-column joints can have a detrimental effect on the integrity and vulnerability of reinforced concrete frame structures, especially in older buildings in developing countries. As a result, there is a need to develop efficient structural evaluation techniques that are capable of accurately estimating the strength and deformability of existing buildings to facilitate the development of safer, simpler, and lower cost retrofit solutions and thus contributing to risk
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Deaton, James B. "Nonlinear finite element analysis of reinforced concrete exterior beam-column joints with nonseismic detailing." Diss., Georgia Institute of Technology, 2013. http://hdl.handle.net/1853/47538.

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This research investigated the behavior of nonseismically detailed reinforced concrete exterior beam-column joints subjected to bidirectional lateral cyclic loading using nonlinear finite element analysis (NLFEA). Beam-column joints constitute a critical component in the load path of reinforced concrete buildings due to their fundamental role in integrating the overall structural system. Earthquake reconnaissance reports reveal that failure of joints has contributed to partial or complete collapse of reinforced concrete buildings designed without consideration for large lateral loads, resulti
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Akguzel, Umut. "Seismic Performance of FRP Retrofitted Exterior RC Beam-Column Joints under Varying Axial and Bidirectional Loading." Thesis, University of Canterbury. Civil and Natural Resources Engineering, 2011. http://hdl.handle.net/10092/5993.

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Most of the experimental studies available in literature on the seismic assessment and retrofit of existing, poorly detailed, reinforced concrete (RC) beam-column joints typical of pre-1970s construction practice have concentrated on the two-dimensional (2D) response, using unidirectional cyclic loading testing protocols and a constant column axial load. Even more limited information is available on the performance of corner three-dimensional (3D) RC beam-column joints with substandard detailing subjected to a bidirectional-loading regime. In addition, little effort has been dedicated to the d
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NITIFFI, Riccardo. "A proposal for the numerical modeling of monotonic and cyclic behavior of exterior RC beam-column joints." Doctoral thesis, Università degli studi di Cassino, 2021. http://hdl.handle.net/11580/83993.

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The vulnerability of exterior beam-column joints in existing RC buildings represents a key aspect to ensure structural integrity of buildings under seismic loadings. Recent seismic aftermaths showed substantial damages resulting from beam-column joints in older-type non-seismically designed frame structures, often leading to undesirable brittle failure mechanisms. RC buildings constructed prior to developing current seismic codes and guidelines generally lack joint transverse reinforcements. As a result, the seismic assessment of existing RC buildings necessarily requires to consider beam-col
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Genesio, Giovacchino [Verfasser], and Rolf [Akademischer Betreuer] Eligehausen. "Seismic assessment of RC exterior beam-column joints and retrofit with haunches using post-installed anchors / Giovacchino Genesio. Betreuer: Rolf Eligehausen." Stuttgart : Universitätsbibliothek der Universität Stuttgart, 2012. http://d-nb.info/1028801211/34.

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Engindeniz, Murat. "Repair and strengthening of Pre-1970 reinforced concrete corner beam-column joints using CFRP composites." Diss., Atlanta, Ga. : Georgia Institute of Technology, 2008. http://hdl.handle.net/1853/24808.

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Thesis (Ph.D.)--Civil and Environmental Engineering, Georgia Institute of Technology, 2008.<br>Committee Co-Chair: Kahn, Lawrence F.; Committee Co-Chair: Zureick, Abdul-Hamid; Committee Member: Armanios, Erian A.; Committee Member: Gentry, Russell T.; Committee Member: Leon, Roberto T.
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Silva, Matheus Fernandes de Araújo. "Desenvolvimento de modelo analítico para determinação da resistência ao cisalhamento de nós de pórtico externos de concreto armado." Universidade de São Paulo, 2013. http://www.teses.usp.br/teses/disponiveis/18/18134/tde-30072013-093003/.

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Propõe-se um modelo analítico para determinação da resistência ao cisalhamento de nós de pórtico externos em estruturas de concreto armado. Faz-se um estudo de modelos analíticos propostos por pesquisadores e sua aplicação em uma extensa base de dados com resultados experimentais de diferentes ligações, a fim de verificar a eficiência de cada modelo analítico. Em paralelo realiza-se uma análise paramétrica por meio de simulação numérica utilizando o software DIANA® de maneira a compreender o comportamento do nó externo analisando a influência da geometria, nível de tensões no pilar, taxa de ar
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Unal, Mehmet. "Analytical Modeling Of Reinforced Concrete Beam-to-column Connections." Master's thesis, METU, 2010. http://etd.lib.metu.edu.tr/upload/12612230/index.pdf.

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Prior studies indicated that beam-to-column connections of reinforced concrete (RC) moment resisting frame structures experience considerable deformations under earthquake loading and these deformations have a major contribution to story drift of the building. In current analysis and design applications, however, the connection regions are generally modeled as rigid zones and the inelastic behavior of the joint is not taken into account. This assumption gives rise to an underestimation of the story drifts and hence to an improper assessment of the seismic performance of the structure. In order
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Hannah, Mark Alexander. "Investigation of the design recommendations of reinforced concrete beam-column joints." Thesis, University of Canterbury. Civil Engineering, 2013. http://hdl.handle.net/10092/10981.

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A parametric analysis on 58 beam-column joint specimens has been conducted. The analysis considered 14 fundamental parameters in the design of each specimen and two performance indicators: the horizontal shear strength ratio between the maximum measured strength and the theoretical strength at beam yield, and the nominal curvature ductility of the adjacent beams. Each parameter was varied by a power function, while the linear correlation coefficient between each parameter and performance indicator was recorded. A combined multiple parameter analysis was then conducted to show the interactio
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Liu, Cong. "Seismic behaviour of beam-column joint subassemblies reinforced with steel fibres." Thesis, University of Canterbury. Civil Engineering, 2006. http://hdl.handle.net/10092/1118.

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High performance cementitious composites have been increasingly used for a range of structural applications in many countries. More recently, a notable interest has been focused on structural performance under seismic loading. However, a critical lack of coherent information and experimental/numerical data available in the literature has to be recognized along with the absence of specific and well-accepted code-guidelines for use of FRC in seismic applications. More specifically, when dealing with seismic resistant frame systems, few researchers have investigated in the past the seismic resp
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Books on the topic "Exterior beam column joint"

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Atrach, Omar. Behaviour of interior and exterior beam-column joints under earthquake conditions. National Library of Canada, 1992.

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Sharma, Akanshu. Experimental and analytical investigations on behavior of reinforced concrete exterior beam-column joints without and with retrofitting. Scientific Information Resource Division, Bhabha Atomic Research Centre, 2013.

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Joint model to simulate inelastic shear behavior of poorly detailed exterior and interior beam-column connections reinforeced with deformed bars under seismic excitations. Bhabha Atomic Research Centre, 2009.

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Book chapters on the topic "Exterior beam column joint"

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Pauline, T., G. Janardhanan, P. Sangeetha, and V. Ashok. "Retrofitting of Exterior Beam-Column Joint—A Review." In Lecture Notes in Civil Engineering. Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-16-5041-3_21.

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Sonawane, Yogesh Narayan, Shailendra Kumar Dubey, and Lomesh Mahajan. "Behavior of Exterior Beam Column Joint with Rectangular Spiral Reinforcement." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-97-6603-1_20.

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Srivastava, Shubham, Prem Pal Bansal, Raju Sharma, and Tanuj Chopra. "Performance of Exterior RC Beam Column Joint Retrofitted with HP-FRC." In RILEM Bookseries. Springer Nature Switzerland, 2024. http://dx.doi.org/10.1007/978-3-031-75507-1_27.

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Yadav, Yogesh, and R. Siva Chidambaram. "Performance Evaluation of Retrofitted Exterior Beam Column Joint Under Cyclic Loading." In Structural Integrity. Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-031-05509-6_15.

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Grande, E., M. Imbimbo, A. Napoli, R. Nitiffi, and R. Realfonzo. "Modelling of RC Beam-Column Exterior Joints for Cyclic Loadings." In Lecture Notes in Civil Engineering. Springer Nature Switzerland, 2023. http://dx.doi.org/10.1007/978-3-031-37955-0_16.

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Sonawane, Yogesh Narayan, and Shailendrakumar Damodar Dubey. "Study on Static Analysis and Design of Reinforced Concrete Exterior Beam-Column Joint." In Recent Trends in Construction Technology and Management. Springer Nature Singapore, 2022. http://dx.doi.org/10.1007/978-981-19-2145-2_66.

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Gupta, Charu, Siva Chidambaram Rajendran, and A. B. Danie Roy. "Shear Resistance Behavior of Exterior Beam-Column Joint with Steel Fiber Reinforced Concrete." In Structural Integrity. Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-030-98335-2_21.

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Bidgar, Shivaji T., and Partha Bhattacharya. "A Strain Based Non-linear Finite Element Analysis of the Exterior Beam Column Joint." In Advances in Structural Engineering. Springer India, 2014. http://dx.doi.org/10.1007/978-81-322-2190-6_43.

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Sonawane, Yogesh Narayan, and Shailendrakumar D. Dubey. "A Study on Behavior of Reinforced Concrete Exterior Beam-Column Joint: A Literature Review." In Springer Proceedings in Energy. Springer Singapore, 2022. http://dx.doi.org/10.1007/978-981-16-6879-1_3.

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Swapnil, B., and T. Palanisamy. "Intelligent Modeling for Shear Strength of RC Exterior Beam-Column Joint Subjected to Seismic Loading." In Lecture Notes in Civil Engineering. Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-031-12011-4_4.

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Conference papers on the topic "Exterior beam column joint"

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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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Salama, Mohamed, and Ranim Maatouq. "Artificial Neural Network (ANN) Model for the Prediction of Shear Strength of Exterior RC Beam-Column Joints: A Conceptual Model." In 2024 International Conference on Decision Aid Sciences and Applications (DASA). IEEE, 2024. https://doi.org/10.1109/dasa63652.2024.10836298.

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Salama, Mohamed, and Ranim Maatouq. "The Impact of Machine Learning in Strength Prediction of Reinforced Concrete Beam-Column Joint." In 2024 International Conference on Decision Aid Sciences and Applications (DASA). IEEE, 2024. https://doi.org/10.1109/dasa63652.2024.10836557.

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Hayashi, Tomoyuki, Daiki Hinata, Shinji Takatani, Keisuke Yamaguchi, and Jun Kubota. "STRUCTURAL PERFORMANCE OF TIMBER FRAMES WITH CONCRETE BEAM-COLUMN JOINT EXPOSED TO CYCLIC LOADING." In World Conference on Timber Engineering 2025. World Conference On Timber Engineering 2025, 2025. https://doi.org/10.52202/080513-0104.

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Gir, Alam, Muhammad Fahim, and Abdul Ghani. "Behavior of RC Beam-Column Joints Using High-Strength Concrete and Engineered Cementitious Composite." In 14th International Civil Engineering Conference. Trans Tech Publications Ltd, 2025. https://doi.org/10.4028/p-wxh4qe.

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In seismically active areas, the structural integrity of structures is significantly reliant on the efficacy of beam-to-column connections. This study investigates the potential of high-strength concrete (HSC) and engineered cementitious composites (ECC) as alternatives to conventional transverse reinforcements to alleviate joint congestion and enhance the performance of beam-column joints. Four full-scale models were tested, including progressive and cyclic load evaluations. Two models had HSC, HBCJ I (HSC in joint only), and HBCJ II (HSC in joint plus extended to members), and the other had
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Viloria, Adrian, Andres Winston Oreta, and Lessandro Estelito Garciano. "Parametric Study on Reinforced Concrete Joint with Quench-Tempered Steel." 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.2025.2681.

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&lt;p&gt;Reinforced concrete (RC) moment frames are broadly used in the Philippines and are usually employed with ductile micro-alloyed (MA) rebars. Yet, quenched-tempered (QT) rebars are gradually replacing MA rebars in spite of concerns about their performance under low-cycle fatigue conditions induced by seismic events. This study examines RC beam-column joint through finite element analysis using the Coupled Damage-Plasticity Micro-Plane Concrete Model, which revealed that QT reinforcements contribute to a 19% load capacity increase at an expense of 7%-69% ductility and rapid crack propaga
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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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&lt;p&gt;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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Bleicher, Achim, Tim Höltke, and Johannes Manfrecola. "Hybrid structures for tall buildings with hardwood LVL and concrete." 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.2025.1927.

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&lt;p&gt;New fire design approaches enable innovative load-bearing and bracing concepts for tall buildings made of timber. As a renewable building material, timber in combination with concrete is currently setting new heights and at the same time offers a high CO2 saving potential. Usually, timber- concrete composite structures are mainly used in the floor slabs to ensure sound insulation and fire protection. This paper presents a newly developed beam-to-column joint for timber-concrete composite frames, which has been studied in terms of its ability to transfer bending moments, normal and she
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Shyma, S., S. Sivakumar, K. R. Bindhu, and P. V. Sudha. "Seismic damage assessment of exterior beam-column joint." In 2012 International Conference on Green Technologies (ICGT). IEEE, 2012. http://dx.doi.org/10.1109/icgt.2012.6477973.

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"Comparison Between Interior and Exterior R/C Beam-Column Joint Behavior." In SP-123: Design of Beam-Column Joints for Seismic Resistance. American Concrete Institute, 1991. http://dx.doi.org/10.14359/2836.

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Reports on the topic "Exterior beam column joint"

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Tong, Chao, Jing Wu, Luqi Xie, and Chunyu Li. SEISMIC PERFORMANCE RESEARCH OF BEAM-COLUMN ENERGY DISSIPATION JOINT WITH HIDDEN CORBEL. The Hong Kong Institute of Steel Construction, 2018. http://dx.doi.org/10.18057/icass2018.p.105.

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CHEN, Yiyi, Kang WANG, Nannan YAN, and Xianzhong ZHAO. STUDY ON THE VERTICAL LOADING TRANSFERRING MECHANISM OF JOINT WITH LARGE DIMENSION CFT COLUMN AND STEEL BEAM. The Hong Kong Institute of Steel Construction, 2018. http://dx.doi.org/10.18057/icass2018.p.062.

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STUDY OF MECHANICAL PROPERTIES OF A NOVEL COLUMN-BEAM-COLUMN PREFABRICATED STEEL FRAME JOINT. The Hong Kong Institute of Steel Construction, 2024. https://doi.org/10.18057/ijasc.2024.20.4.2.

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Currently, most research on prefabricated steel frame joints focuses on column-column or beam-column connections. However, there has been a lack of effective research on prefabricated column-beam-column joints with higher construction efficiency. In this paper, we present the construction and installation process and technical characteristics of a novel prefabricated column-beam-column joint (NPJ). Initially, we describe the technical specifications of the NPJ. Following this, we examine the mechanical performance of the NPJ using a validated finite element model and conduct a detailed analysi
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SEISMIC PERFORMANCE OF SPATIAL STEEL BEAM-COLUMN CONNECTIONS. The Hong Kong Institute of Steel Construction, 2022. http://dx.doi.org/10.18057/icass2020.p.125.

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This paper presents a finite element analysis for spatial beam-column connections in steel frame to better understand the structural behavior of spatial connections. After the simulation and validation of experimental results, a total of 7 refined 3D models, including beam-to-column connections at different positions in the steel frame, were created and analyzed cyclically through the nonlinear finite element program ABAQUS to investigate the spatial coupling effect. The momentrotation relationships and TI index distribution across the width of beam flanges, were discussed in detail to elucida
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STUDY ON THE STATIC BEHAVIOR OF COLD-FORMED STEEL FABRICATED BEAM-COLUMN JOINT. The Hong Kong Institute of Steel Construction, 2022. http://dx.doi.org/10.18057/icass2020.p.310.

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This paper presents a new built-up beam-column joint with a spacer employed between channel sections under monotonic loading to study its static behavior. A validated finite element model was used to simulate the cold-formed steel (CFS) joint's moment-rotation behavior and failure mode by utilizing ABAQUS. It accounts for both material and geometrical nonlinearity. The model was further adopted to investigate the influence of bolt arrangement, spacing of intermediate connecting plates, diaphragms and various beam-column stiffness ratios on the joint behavior. The results indicate that the bolt
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AN EXPERIMENTAL STUDY ON SEISMIC PERFORMANCE OF STEEL COMPOSITE BEAM-COLUMN RIGID JOINT AND BUCKLING RESTRAINED KNEE-BRACED JOINT. The Hong Kong Institute of Steel Construction, 2023. http://dx.doi.org/10.18057/ijasc.2023.19.4.6.

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This paper evaluates the seismic performance of conventional steel composite beam-column rigid joints, and a novel buckling restrained knee-braced joint (BRKBJ), considering the impact of the floor slab. A series of quasi-static comparative tests were conducted to analyze the failure mode, load-bearing capacity, hysteresis performance, and ductility of both types of joints. Our findings revealed that the hysteretic curve of the BRKBJ exhibits a robust and shuttle-like shape, suggesting an adequate energy dissipation performance. However, its yield displacement is relatively small. Conversely,
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7

STUDY ON MOMENT-ROTATION RELATIONSHIP OF STEEL SLEEVE BEAM-COLUMN JOINT WITH INTERFERENCE FIT. The Hong Kong Institute of Steel Construction, 2020. http://dx.doi.org/10.18057/ijasc.2020.16.4.6.

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EXPERIMENTAL STUDY ON CYCLIC BEHAVIOR OF BLIND-BOLT JOINT CONNECTING STEEL BEAM AND RECTANGULAR TUBE COLUMN. The Hong Kong Institute of Steel Construction, 2023. http://dx.doi.org/10.18057/ijasc.2023.19.2.1.

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An experimental investigation on the cyclic behavior of the joints for steel H-shaped beams to steel rectangular tube columns using end-plate and blind bolts is conducted in this paper. The load-bearing capacity, rotation stiffness and hysteretic behavior of the joints are studied. In terms of the types of beams (pure steel beam and composite steel beam with concrete slab) and columns (pure steel rectangular tube column and concrete-filled steel rectangular tube column), a total of four different joints are tested and compared. It is found that filling concrete in rectangular tube columns can
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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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ANALYSIS AND DESIGN OF AXIALLY LOADED SQUARE CFST COLUMN TO RC BEAM JOINTS STIFFENED BY DIAGONAL RIBS. The Hong Kong Institute of Steel Construction, 2023. http://dx.doi.org/10.18057/ijasc.2023.19.1.6.

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This work proposes a partially through-beam joint system to connect square concrete-filled steel tubular (CFST) columns and reinforced concrete (RC) beams. In the system, the holes in the steel tube allow longitudinal beam reinforcements to be continuous through the joint zone to achieve direct load-transfer of the beam, and the square steel tube with holes is strengthened by welding diagonal ribs located at the corners of the steel tube. Finite element (FE) analyses on joints with RC beams were carried out based on verified models. The analysis results showed that diagonal ribs welded to the
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