Relevant bibliographies by topics / RC beam-column joint

Contents

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

Academic literature on the topic 'RC beam-column joint'

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

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Journal articles on the topic "RC beam-column joint"

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Vimal Arokiaraj, G., and G. Elangovan. "A Study on Self-Consolidate Concrete in Experimental Reinforced-Concrete Beam Column Structures with Alccofine and Steel Fiber." Advances in Civil Engineering 2022 (October 31, 2022): 1–19. http://dx.doi.org/10.1155/2022/7874066.

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This paper discusses the concept of self-consolidating concrete mix with Alccofine-1203, superplasticizer, viscosity modification agent, crimped steel fiber on the RC beam column joint. Totally, eight reinforced-concrete (RC) column joints with M25 grade concrete were considered in this study. Out of eight RC beam column joints, two beam column joints served as Alccofine, two beam column joint specimens served as Alccofine 5%, two beam column joint specimens served as Alccofine-10%, and two beam column joint specimens served as Alccofine-15%. All the RC beam column joint specimens were tested
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Purnomo, Joko, V. Octaviani, P. K. Chiaulina, and Jimmy Chandra. "Evaluation of a Macro Lump Plasticity Model for Reinforced Concrete Beam-Column Joint under Cyclic Loading." Civil Engineering Dimension 22, no. 2 (2020): 82–93. http://dx.doi.org/10.9744/ced.22.2.81-92.

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Lateral deformations of reinforced concrete (RC) frames under extreme seismic excitation are highly affected by the stiffness of their beam-column joints. Numerous models have been proposed to simulate the responses of RC beam-column joint under cyclic loading. Development of RC beam-column joint model based on macro modeling using spring elements becomes more popular because of its considerably simple application for seismic performance evaluation purposes. In this study, a simple modification to previously developed macro-spring element-based model for RC beam-column joint is done and is use
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Guo, Rui, Dan Yang, Bin Jia, and Deyun Tang. "Seismic Response of GFRP-RC Interior Beam-to-Column Joints under Cyclic Static Loads." Buildings 12, no. 11 (2022): 1987. http://dx.doi.org/10.3390/buildings12111987.

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A total of nine specimens were constructed and tested under cyclic loads to investigate the differences in seismic behavior between glass fiber-reinforced polymer (GFRP)-reinforced concrete (RC) joints and RC beam-to-column joints. The experimental parameters included stirrup ratios, axial pressure ratios and concrete strength of the beam-to-column joints. The cyclic loading test results showed that the GFRP-RC beam-to-column joints can withstand significantly high lateral deformations without exhibiting brittle failure. Moreover, the RC beam-to-column joint exhibited significantly higher ener
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Gombosuren, Dagvabazar, and Takeshi Maki. "Prediction of Joint Shear Deformation Index of RC Beam–Column Joints." Buildings 10, no. 10 (2020): 176. http://dx.doi.org/10.3390/buildings10100176.

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In the analysis of reinforced concrete (RC) buildings, beam–column joints are regarded as rigid nodes. In fact, joint deformation may make a significant difference in the lateral response of RC buildings if joints are not properly designed and detailed. To consider joint flexibility, several types of joint models have been proposed. However, these models require complicated computations, consequently making them challenging to apply in engineering practice. This paper proposed a simple approach for predicting the contribution of the joint deformation to the total deformation of RC interior bea
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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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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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Zhao, Huang Juan, Hai Tao Fan, and Zhi Xin Wang. "Nonlinear Finite Element Analysis of Interior Beam-Column Joints in Reinforced Concrete Frame." Applied Mechanics and Materials 166-169 (May 2012): 1062–66. http://dx.doi.org/10.4028/www.scientific.net/amm.166-169.1062.

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By using finite element analysis software ABAQUS, the mechanical behavior of the beam-column joints is studied through analyzing 8 interior beam-column joints in RC frame. Meanwhile, the factors which can have effects on the behavior of the beam-column joints are also obtained. The reasonable parameters such as material constitutive, the boundary conditions and mesh types will directly affect the accuracy of finite element analysis results. The mechanical behavior of the beam-column joint in RC frame is decided by concrete strength and volumetric percentage of stirrups. With the increase of co
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Wang, Kun, Shi Yun Xu, and Hui Hui Luo. "Nonlinear Analysis of Shear Performance for Joint of Steel Reinforced Concrete Beam and Angle-Steel Concrete Column." Applied Mechanics and Materials 256-259 (December 2012): 674–79. http://dx.doi.org/10.4028/www.scientific.net/amm.256-259.674.

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Based on the simulated results of joint of SRC beam and RC column (steel reinforced concrete beam and reinforced concrete column) with steel anchor, an analytical research on failure models and shear performance of three types of joints is conducted, which is composed of SRC beam and RC column, of SRC beam and column (steel reinforced concrete beam and column) and of SRC beam and ASC column (steel reinforced concrete beam and angle-steel concrete column). Then the parameters analysis for joint of SRC beam and ASC column is carried out, and the design formula of shear capacity for joint of SRC
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Alva, Gerson Moacyr Sisniegas, Ana Lúcia Homce de Cresce El Debs, and Mounir Khalil El Debs. "An experimental study on cyclic behaviour of reinforced concrete connections." Canadian Journal of Civil Engineering 34, no. 4 (2007): 565–75. http://dx.doi.org/10.1139/l06-164.

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Beam-column joints are considered critical regions within the structural system — especially under seismic loading — requiring careful design. Results from tests on four exterior reinforced concrete (RC) beam-column subassemblages are presented in this paper as part of an experimental investigation on the behaviour of RC beam-column connections under reversal cyclic loading. The influence of joint transverse reinforcement rate and concrete compressive strength on the RC beam-column connection behaviour was investigated. It is concluded that concrete compressive strength is the major factor tha
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Li, Zhenbao, Yashuang Liu, Hua Ma, Qianqian Wang, and Zhenyun Tang. "Seismic Performance of Full-Scale Joints Composed by Concrete-Filled Steel Tube Column and Reinforced Concrete Beam with Steel Plate-Stud Connections." Advances in Civil Engineering 2019 (March 18, 2019): 1–17. http://dx.doi.org/10.1155/2019/5476909.

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A concrete-filled steel tube (CFST) column has the advantages of high bearing capacity, high stiffness, and good ductility, while reinforced concrete (RC) structure systems are familiar to engineers. The combinational usage of CFST and RC components is playing an important role in contemporary projects. However, existing CFST column-RC beam joints are either too complex or have insufficient stiffness at the interface, so their practical engineering application has been limited. In this study, the results of a practical engineering project were used to develop two kinds of CFST column-RC beam j
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Dissertations / Theses on the topic "RC beam-column joint"

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DI, MARCO CATERINA. "Seismic behavior of RC beam-column joints reinforced with deformed or smooth bars." Doctoral thesis, Università degli Studi di Trieste, 2022. http://hdl.handle.net/11368/3032059.

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Modern seismic design of reinforced concrete (RC) buildings is based on the capacity design principles, which provide for the dissipation of seismic energy through the development of ductile mechanism in the structural elements. Beam-column joints are critical elements, since they are governed by shear and bond behavior, with low ductility and scarce energy dissipation. In the absence of modern seismic codes prescriptions, many existing RC buildings designed before mid-1970 present structural deficiencies, like no joint shear reinforcement and the use of plain bars. These deficiencies may lead
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Kam, Weng Yuen. "Selective Weakening and Post-Tensioning for the Seismic Retrofit of Non-Ductile RC Frames." Thesis, University of Canterbury. Department of Civil and Natural Resources Engineering, 2010. http://hdl.handle.net/10092/5237.

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This research introduces and develops a counter-intuitive seismic retrofit strategy, referred to as “Selective Weakening” (SW), for pre-1970s reinforced concrete (RC) frames with a particular emphasis on the upgrading of exterior beam-column joints. By focusing on increasing the displacement and ductility capacities of the beam-column joints, simple retrofit interventions such as selective weakening of the beam and external post-tensioning of the joint can change the local inelastic mechanism and result in improved global lateral and energy dissipation capacities. The thesis first presents an
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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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Hasnaoui, Fadhila. "Modélisations simplifiées pour l’analyse du risque sismique de bâtiments en béton armé." Thesis, Paris 10, 2014. http://www.theses.fr/2014PA100082.

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Modélisations simplifiées pour l’analyse du risque sismique de bâtiments en béton armé. Résumé de la thèse en français (1800 signes max.) : La thèse s’inscrit dans le cadre du projet MARS (Méthodes Avancées pour le Risque Sismique, EDF R&D). Elle concerne plus particulièrement certaines tâches sur le développement des méthodes simplifiées et robustes de calcul pour permettre la simulation intensive et table de la réponse sismique de bâtiments en béton armé. En effet, |’analyse de risque nécessite un très grand nombre de calculs pour tenir compte des incertitudes, tant sur le chargement (al
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Bowers, Jeremy Thomas. "Nonlinear Cyclic Truss Model for Beam-Column Joints of Non-ductile RC Frames." Thesis, Virginia Tech, 2014. http://hdl.handle.net/10919/50437.

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Reinforced concrete (RC) moment frames comprise a significant portion of the built environment in areas with seismic hazards. The beam-to-column joints of these frames are key components that have a significant impact on the structure's behavior. Modern detailing provides sufficient strength within these joints to transfer the forces between the beams and the columns during a seismic event, but existing structures built with poor detailing are still quite prevalent. Identifying the need and extent of retrofits to ensure public safety through nondestructive means is of primary importance. Exist
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Lima, Carmine. "Capacity models for beam-to-column joints in RC frames under seismic actions." Doctoral thesis, Universita degli studi di Salerno, 2011. http://hdl.handle.net/10556/155.

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2009 - 2010<br>Le strutture in cemento armato realizzate intorno aglia anni '60 e '70 rappresentano, ad oggi, la maggior parte del patrimonio edilizio esistente in Italia. Inoltre, esse sono spesso strutture strategiche ai fini della gestione delle emergenze in quanto ospitano scuole ed ospedali. Tali edifici, nonostante l'importanza strategica, risultano nella maggioranza dei casi vulnerabili rispetto agli eventi sismici a causa dell'insufficente capacità in termini di resistenza e duttilità, generalmente dovuti all'eccessivo passo delle staffe dei pilastri e all'assenza di rinforzo trsversal
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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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Sharma, Akanshu [Verfasser], and Rolf [Akademischer Betreuer] Eligehausen. "Seismic behavior and retrofitting of RC frame structures with emphasis on beam-column joints : experiments and numerical modeling / Akanshu Sharma. Betreuer: Rolf Eligehausen." Stuttgart : Universitätsbibliothek der Universität Stuttgart, 2013. http://d-nb.info/1042659567/34.

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Book chapters on the topic "RC beam-column joint"

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Savin, Sergey, Anastasia Obydina, and Ekaterina Mikhailik. "Deformation of 2D RC Beam-Column Joint." In Lecture Notes in Civil Engineering. Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-030-85236-8_18.

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Alagundi, Shreyas, and T. Palanisamy. "ANN Model for Joint Shear Strength of RC Interior Beam-Column Joint." In Lecture Notes in Civil Engineering. Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-16-7160-9_125.

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Ugale, Ashish B., and Suraj N. Khante. "Performance of RC Beam Column Joint with Varying Hoop Reinforcement." In Seismic Behaviour and Design of Irregular and Complex Civil Structures IV. Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-030-83221-6_18.

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Zhou, Yu-Jiang, Tao Wang, and Xiao-Ting Wang. "Damage and Fragility of RC Beam-To-Column Joint Assemblies." In Geotechnical, Geological and Earthquake Engineering. Springer Nature Switzerland, 2025. https://doi.org/10.1007/978-3-031-84220-7_38.

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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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Rajan, Jinu V., and Gayathri Krishnakumar. "Structural Performance of Special Case S-RC-SRC Beam Column Connection Joint." In Lecture Notes in Civil Engineering. Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-031-12011-4_38.

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Ghowsi, Ahmad Fayeq, M. Adil Dar, and A. R. Dar. "Behaviour of RC Beam-Column Joint Subjected to Opening Moments: Test and Numerical Validation." In RILEM Bookseries. Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-51485-3_18.

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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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Septiarsilia, Yanisfa, Data Iranata, and Budi Suswanto. "Effect of Axial Load on Seismic Performance of RC Beam-Column Joint Using Finite Element Analysis." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2025. https://doi.org/10.1007/978-981-96-5654-7_60.

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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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Conference papers on the topic "RC beam-column joint"

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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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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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Drobnjak, Ivana, and Marina Rakočević. "ANALYSIS OF REINFORCED CONCRETE BEAM-COLUMN JOINT IN ANSYS SOFTWARE." In 3rd Croatian Conference on Earthquake Engineering. University of Zagreb Faculty of Civil Engineering, 2025. https://doi.org/10.5592/co/3crocee.2025.145.

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In many countries, such as Montenegro, numerous existing reinforced concrete (RC) buildings were designed and built before the adoption of modern seismic codes. These buildings make up a significant portion of Montenegro's RC building stock, making their assessment, retrofitting, and strengthening an urgent research topic. This shortcoming because of insufficient transverse reinforcement, poor energy dissipation, and plastic hinges in critical areas, making shear failures in RC beam-column joints one of the most common structural failure types. Examining and modelling these RC joints and compa
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Streppone, Simona, and Magdalini Titirla. "Finite element modelling of RC beam-to-column joint." In INTERNATIONAL CONFERENCE OF NUMERICAL ANALYSIS AND APPLIED MATHEMATICS ICNAAM 2020. AIP Publishing, 2022. http://dx.doi.org/10.1063/5.0085615.

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Kunii, Michihiro, Daisuke Tsukishima, and Mareki Kuraoka. "Study on improvement of strength of Beam-column Joints at railway RC rigid-framed viaducts." In IABSE Congress, New York, New York 2019: The Evolving Metropolis. International Association for Bridge and Structural Engineering (IABSE), 2019. http://dx.doi.org/10.2749/newyork.2019.0683.

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&lt;p&gt;In Japan, in order to make the city centering around the station, we are developing the underpass of the station as a commercial facility. Therefore, a structure that enlarges the column span and reduces the cross-sectional height of the beam to widen the under-elevated space is desired. However, while the amount of reinforcing bars increases, the beam-column joints become smaller, so that the reinforcing bars are overcrowded in the beam column joints. In addition, since the fixing length of the reinforcing bars is insufficient, or the strength of the beam-column joint cannot be suffi
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SS, Surya, and R. Sajeeb. "A Review on the Plastic Hinge Characteristics of Beam-Column Joints in RC Moment Resisting Frames." In International Web Conference in Civil Engineering for a Sustainable Planet. AIJR Publisher, 2021. http://dx.doi.org/10.21467/proceedings.112.7.

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The behavior of beam-column joints plays a crucial role in the performance of Reinforced Concrete (RC) moment-resisting frames in earthquake-prone areas. In beam-column joints with high strength concrete and shear reinforcement in joints, the plastic hinge is formed at the beam-column joint interface, which is an undesirable failure mode. Predicting the behavior of plastic hinges subjected to large inelastic deformations caused by extreme loads such as earthquake plays an important role in assessing maximum stable deformation capacities of framed concrete structures. The present paper reviews
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Ghosh, Tamal, Sourav Gupta, and Satyabrata Choudhury. "A study on dynamic response of exterior RC beam-column joint." In PROCEEDINGS OF ADVANCED MATERIAL, ENGINEERING & TECHNOLOGY. AIP Publishing, 2020. http://dx.doi.org/10.1063/5.0024483.

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"Innovative Approaches for Predicting RC Beam-Column Connection Joint Shear Resistance." In SP-311: James K. Wight: A Tribute from his Students and Colleagues. American Concrete Institute, 2016. http://dx.doi.org/10.14359/51689311.

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"Structural Performance and Strengthening of RCC Interior Joint with Variable Beam Depth Using Sikawrap." In The International Conference on scientific innovations in Science, Technology, and Management. International Journal of Advanced Trends in Engineering and Management, 2023. http://dx.doi.org/10.59544/eswq7931/ngcesi23p36.

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Sikawrap becomes preferable for strengthening and retrofitting of RC structural elements due to its high strength-to-weight and high stiffness to weight ratios. This study examines the structural performance and strengthening of RCC interior joint with variable beam depth using Sika wrap. In the first model, conventional connection is compared with beam, column and joint failure connection. In the second model, strengthening of beam connection is done by Lstrip method, embedment method and web-bounded method. In the third model, strengthening of column connection is done by L-shaped plate meth
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Reports on the topic "RC beam-column joint"

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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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AXIAL COMPRESSION BEHAVIOR OF SQUARE THIN-WALLED CFST COLUMN TO RC BEAM JOINTS. The Hong Kong Institute of Steel Construction, 2022. http://dx.doi.org/10.18057/icass2020.p.288.

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To investigate the influence of eccentricity ratio and slenderness ratio on the mechanical properties of eccentric compressed concrete filled steel tubular (CFST) lattice column, the ultimate bearing capacity tests of 20 K shape arrangement lacing strip of four-tube CFST columns were conducted. Based on the stress-strain relationship of CFST and the influence of shear deformation, the equilibrium equation of the mid-section is established and a numerical method for the ultimate bearing capacity of CFST lattice column is proposed. The slenderness reduction coefficient calculation model and equi
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