Log in

Relevant bibliographies by topics / Exterior beam column joint / Journal articles

To see the other types of publications on this topic, follow the link: Exterior beam column joint.

Journal articles on the topic 'Exterior beam column joint'

Author: Grafiati

Published: 4 June 2025

Last updated: 1 August 2025

Create a spot-on reference in APA, MLA, Chicago, Harvard, and other styles

Select a source type:

Consult the top 50 journal articles for your research on the topic 'Exterior beam column joint.'

Next to every source in the list of references, there is an 'Add to bibliography' button. Press on it, and we will generate automatically the bibliographic reference to the chosen work in the citation style you need: APA, MLA, Harvard, Chicago, Vancouver, etc.

You can also download the full text of the academic publication as pdf and read online its abstract whenever available in the metadata.

Browse journal articles on a wide variety of disciplines and organise your bibliography correctly.

1

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.

Full text

APA, Harvard, Vancouver, ISO, and other styles

2

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.

Full text

APA, Harvard, Vancouver, ISO, and other styles

3

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.

Full text

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 joint, exterio

APA, Harvard, Vancouver, ISO, and other styles

4

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.

Full text

Abstract:

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

APA, Harvard, Vancouver, ISO, and other styles

5

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.

Full text

Abstract:

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

APA, Harvard, Vancouver, ISO, and other styles

6

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.

Full text

Abstract:

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

APA, Harvard, Vancouver, ISO, and other styles

7

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.

Full text

Abstract:

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

APA, Harvard, Vancouver, ISO, and other styles

8

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.

Full text

Abstract:

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

APA, Harvard, Vancouver, ISO, and other styles

9

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.

Full text

Abstract:

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

APA, Harvard, Vancouver, ISO, and other styles

10

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.

Full text

Abstract:

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

APA, Harvard, Vancouver, ISO, and other styles

11

Liu, A., and R. Park. "Seismic behavior and retrofit of pre-1970's as-built exterior beam-column joints reinforced by plain round bars." Bulletin of the New Zealand Society for Earthquake Engineering 34, no. 1 (2001): 68–81. http://dx.doi.org/10.5459/bnzsee.34.1.68-81.

Full text

Abstract:

Four exterior beam-column joints reinforced by plain round bars designed according to pre-1970's codes were subjected to simulated seismic loading. Each of the test units was full size in scale. The main test variables were the manner in which the longitudinal beam bars were hooked in the joint core and the level of the axial load applied to the columns. The amount of transverse reinforcement in the beams, columns and joint cores was very small, as was typical of the pre-1970's. The tests on the units demonstrated that the available stiffness and strength was low when the axial load was

APA, Harvard, Vancouver, ISO, and other styles

12

Abdel-Latif, Mostafa A., Amr A. Nassr, Wojciech Sumelka, Mohamed M. Mohamed, Aly G. Abd El-Shafi, and Eslam Soliman. "Effect of Geometric Parameters on the Behavior of Eccentric RC Beam–Column Joints." Buildings 13, no. 8 (2023): 1980. http://dx.doi.org/10.3390/buildings13081980.

Full text

Abstract:

Over the last century, the seismic behavior of reinforced concrete (RC) beam–column joints has drawn many researchers’ attention due to their complex stress state. Such joints should possess sufficient capacity and ductility to ensure integrity and safety when subjected to cyclic loading during seismic events. In the literature, while most studies have focused on the behavior of concentric beam–column joints, few studies investigated the response of eccentric beam–column joints, in which the beam’s centerline is offset from the centerline of the column. Recent earthquakes demonstrated severe d

APA, Harvard, Vancouver, ISO, and other styles

13

Bindhu, K.R., Jose Tony, and S. Sivakumar. "Concrete Jacketing using Diagonal Collars for Exterior Beam Column Joints." Journal of Structural Engineering, its Applications and Analysis 3, no. 2 (2020): 1–13. https://doi.org/10.5281/zenodo.3992756.

Full text

Abstract:

The extensive and irreparable damages to concrete buildings during past earthquakes have led to concern about the behaviour of joints. Most of the seismic codes are being revised to incorporate measures to improve ductility such as confinement of joints by closely spaced stirrups and providing sufficient development length for beam reinforcement. All these led to congestion of steel in the joint region causing construction difficulties. Research shows that despite improvement in provisions of codes, the seismic performances of joint regions are not satisfactory and failed to shift the potentia

APA, Harvard, Vancouver, ISO, and other styles

14

Gentry, T. Russell, and James K. Wight. "Wide Beam-Column Connections under Earthquake-Type Loading." Earthquake Spectra 10, no. 4 (1994): 675–703. http://dx.doi.org/10.1193/1.1585793.

Full text

Abstract:

Wide beam-column connections, whose beams are wider than their supporting columns, are often found in one-way concrete joist systems and in other buildings where floor-to-ceiling heights are restricted. Research into the seismic behavior of these connections stems from the recommendation by ACI-ASCE Committee 352 (Monolithic Connections in R/C Framed Structures) that these connections be evaluated for use in high seismic zones. Four exterior 3/4-scale specimens, including transverse beam with reinforcement, were tested at the University of Michigan Structural Engineering Laboratory. The effect

APA, Harvard, Vancouver, ISO, and other styles

15

Hartantio, William, and Sunarjo Leman. "Capacity analysis of exterior beam-column reinforced concrete joints using Midas FEA software." E3S Web of Conferences 429 (2023): 05031. http://dx.doi.org/10.1051/e3sconf/202342905031.

Full text

Abstract:

One of the main parts in the planning of reinforced concrete structures lies in the beam column joint (BCJ) connection. The beam-column connection consists of interior, exterior, and knee joints. In this study an analysis has been carried out regarding the behavior of the joints on the exterior of the beam-column joints and look for the capacity of the structural strength of the beam-column using conventional methods. The connection type component will be carried out based on the results of laboratory test results and modifying the connection type based on the data search obtained, then compar

APA, Harvard, Vancouver, ISO, and other styles

16

Krishnan, Alok, and G. D. Ramtekkar. "Numerical Study On Response Of Exterior Beam-Column Joint Under Cyclic Loading." Proceedings of the 12th Structural Engineering Convention, SEC 2022: Themes 1-2 1, no. 1 (2022): 387–94. http://dx.doi.org/10.38208/acp.v1.526.

Full text

Abstract:

In Present scenario, recent earthquakes have illustrated the severity of existing reinforced concrete (RC) beam-column joints to lateral loading. The sub-assemblage of Beam-Column are severe portion in reinforced concrete moment resisting frame as the high shear forces and larger moments getting attracted towards the joint. The Philosophy of Exterior beam-column joint are to observe its behaviour and has a significant role on the response of the reinforced concrete structure. This study includes numerical study on Exterior reinforced beam column joint with adequate shear reinforcement at joint

APA, Harvard, Vancouver, ISO, and other styles

17

Murad, Yasmin, Haneen Abdel-Jabar, Amjad Diab, and Husam Abu Hajar. "Exterior RC joints subjected to monotonic and cyclic loading." Engineering Computations 37, no. 7 (2020): 2319–36. http://dx.doi.org/10.1108/ec-06-2019-0269.

Full text

Abstract:

Purpose The purpose of this study is to develop two empirical models that predict the shear strength of exterior beam-column joints exposed to monotonic and cyclic loading using Gene expression programming (GEP). Design/methodology/approach The GEP model developed for the monotonic loading case is trained and validated using 81 data test points and that for cyclic loading case is trained and validated using 159 data test points that collected from different 9 and 39 experimental programs, respectively. The parameters that are selected to develop the cyclic GEP model are concrete compressive st

APA, Harvard, Vancouver, ISO, and other styles

18

Mounika, B., and P. Poluraju. "Investigation of Beam Column Joint with Beam Weak in Shear under Monotonic Loading." International Journal of Engineering & Technology 7, no. 2.20 (2018): 182. http://dx.doi.org/10.14419/ijet.v7i2.20.13293.

Full text

Abstract:

Earthquake affected structures, mostly failure occur at beam column joints (BCJ). BCJs are categorized according to their geometrical grouping as Interior, Exterior, and Corner joints. Exterior beam column joint (i.e., terminating the beam on one of the column faces) was the most vulnerable one with respect to the plane of loading. The present study aims at ductility behaviour of exterior BCJ with conventional reinforcement using the code IS 456-2000 and with special confining reinforcement using the Code IS 13920-2016. Four number of beam-column joint specimens are considered in which the fir

APA, Harvard, Vancouver, ISO, and other styles

19

Appa Rao, G., and S. Kanaka Durga. "Effect of Bracing Elements on Mechanics and Shear Strength of Exterior Beam-Column Joints in Moment Resisting Frames." Applied Mechanics and Materials 343 (July 2013): 15–19. http://dx.doi.org/10.4028/www.scientific.net/amm.343.15.

Full text

Abstract:

Beam-column joint in moment resisting frames is very crucial particularly for non-seismically designed cases, which requires strengthening by various methods. This paper reports on shear strength reduction in exterior beam-column joints using haunch elements. Numerical analysis has been performed on exterior beam-column joint of moment resisting frame with and without a haunch element using SAP software. A parametric study has been performed for optimum haunch location (L) along the beam length (Lb) (10%, 12.5%, 15%, 20%, 25%, 40% and 50% of Lb) and the angle of the haunch element along column

APA, Harvard, Vancouver, ISO, and other styles

20

Zhang, Zhaoqiang, Yanru Sa, Yong Yao, and Junhai Zhao. "Seismic Performance of Exterior Steel Ring-Stiffener Joint." Advances in Civil Engineering 2019 (November 7, 2019): 1–22. http://dx.doi.org/10.1155/2019/8107103.

Full text

Abstract:

We study the seismic performance of the exterior steel ring-stiffener (ESRS) joint, a member that is used to connect a steel beam to a square steel tubular column filled with steel fibre recycled concrete for seismic resistance. To this end, the influence of seismic factors such as axial compression ratio and beam-column linear stiffness ratio on seven specimens is studied. A physical test is conducted on the specimens with a series of cyclic loadings. The testing and analysis of hysteretic loops and skeleton curves of the ESRS joints revealed the seismic performance characteristics including

APA, Harvard, Vancouver, ISO, and other styles

21

Masi, Angelo, and Giuseppe Santarsiero. "Seismic Tests on RC Building Exterior Joints with Wide Beams." Advanced Materials Research 787 (September 2013): 771–77. http://dx.doi.org/10.4028/www.scientific.net/amr.787.771.

Full text

Abstract:

Reliable assessment procedures of existing RC buildings are currently available, and have been introduced in the Italian and European codes reporting new rules for seismic analysis. However, further studies are required in order to further improve such procedures and, specifically, obtain more accurate data on the behavior of beam-column joints, whose role on the global behavior of framed RC buildings can be crucial. Until now studies on this issue have been mainly devoted to joint specimens with stiff beams, however frame structures having wide (also called flexible or flat) beams are widely

APA, Harvard, Vancouver, ISO, and other styles

22

M, Rajeswari, and Jaya KP. "Cyclic performance of emulative precast beam to column con-nection with corbel using dowel bar." Revista de la construcción 21, no. 2 (2022): 354–67. http://dx.doi.org/10.7764/rdlc.21.2.354.

Full text

Abstract:

The objective of this study is to examine the seismic performance of exterior and interior types of an emulative precast beam to column connection, constructed with grouted steel dowel bar and cast-in-situ concrete under quasi-static reversed cyclic loading. The dowel bar connection between the precast structural elements is achieved by inserting the dowel bar into the column corbel's holes and the precast portion of the beam. To secure the dowel bar's anchorage, these holes are packed with non-shrinkage grout and then cast-in-situ concreting is done in the joint core and the entire upper segm

APA, Harvard, Vancouver, ISO, and other styles

23

Osman, S. A., M. Y. M. Yatim, Asma Nabila Abd. Kader, and Mohd Razmi Mohd Amit. "Seismic Resistance Evaluation of Reinforced Concrete (RC) Exterior Beam-Column Joints with and without GFRP under Quasi-static Lateral Cyclic Loading by Adopting Experimental Analysis." Jurnal Kejuruteraan 34, no. 6 (2022): 1175–84. http://dx.doi.org/10.17576/jkukm-2022-34(6)-17.

Full text

Abstract:

The beam-column joint is an important component of Reinforced Concrete (RC) structures because its design and detailing are critical to the safety of these structures under seismic loading. In recent decades, structural behaviour of beam-column joints has been widely explored. To better understand the behaviour of beam-column joints, researchers have conducted experiments and provided analytical and experimental solutions. The seismic behaviour of beam-column joints with and without Glass Fibre Reinforced Polymer (GFRP) when subjected to quasi-static lateral cyclic loading was compared in this

APA, Harvard, Vancouver, ISO, and other styles

24

Nambiyanna, B., M. N. Chandan, and R. Prabhakara. "Flexural Performance of Exterior Steel Fiber Reinforced Self-Compacting Concrete Beam-Column Joint Subjected to Reversed Cyclic Loading." Journal of Computational and Theoretical Nanoscience 17, no. 9 (2020): 3934–39. http://dx.doi.org/10.1166/jctn.2020.8991.

Full text

Abstract:

Beam-Column Joint plays an imperative part in the seismic enactment of Reinforced concrete moment resisting frame. The response of the structure under the earthquake loads mainly depends on the behavior and performance of the Beam-Column Joint (BCJ). An experimental investigation on exterior reinforced beam-column joints done using steel fibre reinforced self-compacting concrete subjected to reversed cyclic loading is presented in this investigation. The attempt has been made to demonstrate the influence of steel fibers reinforced self-compacting concrete (SCC). Three exterior beam-column join

APA, Harvard, Vancouver, ISO, and other styles

25

R., Balamuralikrishnan, and Saravanan J. "Finite Element Analysis of Beam – Column Joints Reinforced with GFRP Reinforcements." Civil Engineering Journal 5, no. 12 (2019): 2708–26. http://dx.doi.org/10.28991/cej-2019-03091443.

Full text

Abstract:

Glass Fibre Reinforcement Polymer (GFRP) reinforcements are currently used as internal reinforcements for all flexural members due to their resistance to corrosion, high strength to weight ratios, the ability to handle easily and better fatigue performance under repeated loading conditions. Further, these GFRP reinforcements prove to be the better alternative to conventional reinforcements. The design methodology for flexural components has already come in the form of codal specifications. But the design code has not been specified for beam-column joints reinforced internally with GFRP reinfor

APA, Harvard, Vancouver, ISO, and other styles

26

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.

Full text

Abstract:

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

APA, Harvard, Vancouver, ISO, and other styles

27

Wongkaew, Arnon. "Experimental Investigation of Exterior Reinforced Concrete Beam-Column Connections Subjected to Reversal Loading." Trends in Sciences 19, no. 20 (2022): 6217. http://dx.doi.org/10.48048/tis.2022.6217.

Full text

Abstract:

Eight full-scale reinforced concrete beam-column subassemblages, 4 for each non-ductile and ductile detail, were tested under quasi-static cyclic loading. All test specimens were mainly designed for gravity service loads. Four specimens named as non-ductile connections were constructed with typical reinforcement details using in Thailand. The others were assembled with details described by the seismic design building code of Thailand, known as the 1301/1302-61 code. Their performance was examined in terms of lateral load resistance, ductility index, stiffness, energy dissipation, failure modes

APA, Harvard, Vancouver, ISO, and other styles

28

Xue, Weichen, Jie Lei, Bin Zhang, and Qian Huang. "Hysteretic Behavior of Full-Scale Precast U-Shaped Composite Beam–Column Connections with Large-Diameter Reinforcements under High Axial Compression." Buildings 14, no. 2 (2024): 317. http://dx.doi.org/10.3390/buildings14020317.

Full text

Abstract:

This study introduces precast concrete beam–column connections comprised of composite beams, precast columns, and a monolithic joint core. The composite beams consist of U-shaped beams and floor slabs, leveraging the U-shaped beams for their lightweight nature, acceptable stiffness, and reduced demand for on-site support systems. To mitigate reinforcement congestion in the joint core, the precast connections incorporate large-diameter rebars (greater than 25 mm). This study conducted cyclic loading tests on four full-scale beam–column connections under 0.3 normalized compression, encompassing

APA, Harvard, Vancouver, ISO, and other styles

29

Kalogeropoulos, George, Alexander-Dimitrios Tsonos, and Pantelis Iakovidis. "Hysteresis Behavior of RC Beam–Column Joints of Existing Substandard RC Structures Subjected to Seismic Loading–Experimental and Analytical Investigation." Buildings 14, no. 6 (2024): 1609. http://dx.doi.org/10.3390/buildings14061609.

Full text

Abstract:

Four exterior reinforced concrete beam–column joint subassemblages with poor reinforcement details and low-quality materials were constructed and subjected to cyclic lateral deformations under constant axial loading of the columns. The longitudinal rebars at the top of the beams were well-anchored in the joint region with a 90° hook and transversely welded to prevent premature slippage. The same was true for the longitudinal rebars at the bottom of the beam of the first specimen. Contrarily, the anchorage of the rebars at the bottom of the beam of the other three subassemblages was straight an

APA, Harvard, Vancouver, ISO, and other styles

30

Gao, Fei, Zhiqiang Tang, Shilong Mei, Biao Hu, Shitao Huang, and Junbo Chen. "Seismic behavior of exteriorbeam–column joints with high-performance steel rebar: Experimental and numerical investigations." Advances in Structural Engineering 24, no. 1 (2020): 90–106. http://dx.doi.org/10.1177/1369433220942870.

Full text

Abstract:

Three full-scale exterior beam–column joints with anti-seismic steel reinforcement were tested under quasi-static cyclic loading and column axial compressive loading. The test variables were column axial load ratio and joint core hoop reinforcement ratio. Experimental results, including failure mode, hysteretic curve, ductility, energy dissipation, stiffness degradation, and decoupling of deformations, were presented and analyzed. The tests revealed that the anti-seismic rebar resulted in good joint seismic performance and that column axial load ratio and joint core hoop reinforcement ratio im

APA, Harvard, Vancouver, ISO, and other styles

31

Ahmad, Naveed, Muhammad Rizwan, Babar Ilyas, et al. "Nonlinear Modeling of RC Substandard Beam–Column Joints for Building Response Analysis in Support of Seismic Risk Assessment and Loss Estimation." Buildings 12, no. 10 (2022): 1758. http://dx.doi.org/10.3390/buildings12101758.

Full text

Abstract:

The paper discusses how joint damage and deterioration affect the seismic response of existing reinforced concrete frames with sub-standard beam–column joints. The available simplified modeling techniques are critically reviewed to propose a robust, yet computationally efficient, technique for simulating the nonlinear behavior of substandard beam–column joints. Improvements over the existing models include the simulation of the cyclic deterioration of joint stiffness and strength, as well as pinching in the hysteretic response, implemented considering a deteriorating hysteretic rule. A fiber-s

APA, Harvard, Vancouver, ISO, and other styles

32

Wardi, Syafri, and Sulaiman Yusuf Ardiansyah. "Perbandingan Ketentuan dan Analisis Detailing Hubungan Balok-Kolom Berdasarkan SNI 2847:2013 dan SNI 2847:2019." Borneo Engineering : Jurnal Teknik Sipil 1, no. 2 (2022): 159–70. http://dx.doi.org/10.35334/be.v1i2.2430.

Full text

Abstract:

Recent earthquakes in Indonesia have caused significant damage to many buildings, especially because the beam-column joints did not satisfy the detailing requirements for the seismic-resistant building. SNI 2847: 2013 is an Indonesian code for designing concrete buildings, which has been updated to SNI 2847:2019, consist of several new provisions related to detailing beam-column joints. This study discusses the comparison of detailing requirements based on the two codes and compares the analysis of detailing of the beam-column joints in a focused building, a five-story building which represent

APA, Harvard, Vancouver, ISO, and other styles

33

El-Mandouh, Mahmoud A., Mostafa S. Omar, Mohamed A. Elnaggar, and Ahmed S. Abd El-Maula. "Cyclic Behavior of High-Strength Lightweight Concrete Exterior Beam-Column Connections Reinforced with GFRP." Buildings 12, no. 2 (2022): 179. http://dx.doi.org/10.3390/buildings12020179.

Full text

Abstract:

Using lightweight reinforced concrete beams with glass fiber bars (GFRP) is one approach for achieving the requirement seismic design idea of “strong-columns weak-beams”. Twelve full-scale normal-strength concrete (NC with fc` = 32 MPa) and high-strength lightweight concrete (HSLWC with fc` = 42, 49 and 52 MPa) exterior beam-column joints have been tested under cyclic loadings. The beams were reinforced with conventional steel bars (CS) and GFRP using steel fibers (SF). The experimental joint shear force was compared with that estimated by some international codes such as the American Concrete

APA, Harvard, Vancouver, ISO, and other styles

34

Tan, Siyong, Feng Yu, Haiying Bao, and Yucong Guan. "Experimental and Numerical Investigations on Seismic Behavior of RC Beam to PVC-CFRP Confined Concrete Column Exterior Joint with Steel Tube Connector." Polymers 14, no. 21 (2022): 4712. http://dx.doi.org/10.3390/polym14214712.

Full text

Abstract:

Recently, substantial investigations were developed on a polyvinyl chloride (PVC)-carbon fiber-reinforced polymer (CFRP) confined concrete (PFCC) structure owing to its superior mechanical behavior and durability. However, a convenient and effective joint configuration between the PFCC columns and reinforced concrete (RC) beams still requires in-depth study. In the present work, the seismic performance of an RC beam to PFCC column exterior joint with steel tube connector (STC) is systematically studied. Eleven joint specimens are fabricated and tested, with the steel ratio of STC, reinforcemen

APA, Harvard, Vancouver, ISO, and other styles

35

Park, Sangjoon, and Khalid M. Mosalam. "Simulation of Reinforced Concrete Frames with Nonductile Beam-Column Joints." Earthquake Spectra 29, no. 1 (2013): 233–57. http://dx.doi.org/10.1193/1.4000100.

Full text

Abstract:

The accurate prediction of shear strength and flexibility of beam-column joints without transverse reinforcement is essential to assess the seismic performance of nonductile reinforced concrete (RC) buildings characterized by having such unreinforced beam-column joints. In this study, a multilinear backbone curve to represent the moment-rotation relationship of an unreinforced corner beam-column joint is proposed. The modeling parameters of the backbone curve are estimated based on experimental results of four corner joint specimens recently tested by the authors. Furthermore, the proposed bac

APA, Harvard, Vancouver, ISO, and other styles

36

Sonawane, Yogesh Narayan. "Response of Exterior Beam-Column Joint with Rectangular Spiral Reinforcement under Cyclic Loading." International Journal for Research in Applied Science and Engineering Technology 12, no. 12 (2024): 143–49. https://doi.org/10.22214/ijraset.2024.65741.

Full text

Abstract:

This study presents an experimental evaluation of the performance of exterior beam-column joints reinforced with rectangular spiral reinforcement. Beam-column joints are critical regions in reinforced concrete structures, and their behavior significantly influences the overall seismic performance of buildings. Traditional reinforcement techniques for these joints often struggle with issues such as inadequate confinement and potential failure under cyclic loading. In an effort to improve the structural integrity and enhance the seismic resistance of these joints, the use of rectangular spiral r

APA, Harvard, Vancouver, ISO, and other styles

37

Wang, Dehong, Yanzhong Ju, and Hao Shen. "Crack Resistance Properties of HPFRC Beam-Column Joints under Cyclic Load." Advances in Materials Science and Engineering 2019 (March 4, 2019): 1–11. http://dx.doi.org/10.1155/2019/8361095.

Full text

Abstract:

To investigate the crack resistance properties of high-performance fiber-reinforced concrete (HPFRC) beam-column joints, quasi-static tests of twenty-four beam-column joint specimens were performed. Test specimen variables included joint types, size effect, axial compression ratio, stirrup ratio in joint, web reinforcement, and noncorner vertical reinforcement across the joint region. The influences of these factors on the crack properties of HPFRC joints were analyzed. Test results showed that the shear strength at the crack of HPFRC exterior joints with shear failure was closer to the ultima

APA, Harvard, Vancouver, ISO, and other styles

38

Wang, Zhimeng, Jiao Huang, Zhaoqun Chang, and Yongjian Lu. "Experimental and Numerical Investigation on Seismic Performance of RC Exterior Beam-Column Joints with Slabs." Shock and Vibration 2022 (September 19, 2022): 1–16. http://dx.doi.org/10.1155/2022/3679431.

Full text

Abstract:

The effect of a cast-in-place slab on the beam-column joint at beam ends in reinforced concrete (RC) structures under earthquake attacks has not been fully understood, and therefore, it is not manifestly addressed to some of the design criteria or specifications. Consequently, the contribution of slab to the seismic resistance of structures is often ignored or just included in an approximate manner. In this study, the experiment of two 1/2-scaled exterior beam-column joints without slabs and three 1/2-scaled joints with slabs under the combination of quasi-static repeated cyclic loading and co

APA, Harvard, Vancouver, ISO, and other styles

39

Debnath, Jhuma, Ajay Kumar, and Hrishikesh Sharma. "Numerical investigation of Reinforced-concrete beam-column joints under contact and close-in blast application." Proceedings of the 12th Structural Engineering Convention, SEC 2022: Themes 1-2 1, no. 1 (2022): 1203–8. http://dx.doi.org/10.38208/acp.v1.641.

Full text

Abstract:

The behavior of the concrete and the steel material under blast loads are different. They have different mode of failures under blast loads. Also, responses differ according to the blast types concerning the proximity of the charge kept. It causes different failure modes in the structural members. Close-in or contact blast causes the spallation of concrete. In the near-field blasts, it causes bending failure in the structural members. The behavior of the mode of failure of various joint types subjected to contact-blast and close-in blast loads are numerically studied here. Three different join

APA, Harvard, Vancouver, ISO, and other styles

40

Abdelwahed, Basem, Mosbeh Kaloop, and Waleed El-Demerdash. "Nonlinear Numerical Assessment of Exterior Beam-Column Connections with Low-Strength Concrete." Buildings 11, no. 11 (2021): 562. http://dx.doi.org/10.3390/buildings11110562.

Full text

Abstract:

The ductility and capacity of reinforced concrete beam-column connections depend mainly on the concrete’s strength and the provided reinforcements. This study investigates numerically the role of low-strength concrete in beam-column joints utilizing ABAQUS software. In this simulation, a newly developed stress-inelastic strain relationship for both confined and unconfined low-strength concrete is used. This study recommended a specific value of the concrete dilation angle for both substandard and standard joints. Also, stirrups’ yield strength value was found to play an insignificant role in i

APA, Harvard, Vancouver, ISO, and other styles

41

Li, Yuebing, Yasushi Sanada, Susumu Takahashi, Koki Maekawa, Ho Choi, and Kazuto Matsukawa. "Seismic Performance Evaluation and Strengthening of RC Frames with Substandard Beam-Column Joint: Lessons Learned from the 2013 Bohol Earthquake." Journal of Earthquake and Tsunami 10, no. 03 (2016): 1640007. http://dx.doi.org/10.1142/s1793431116400078.

Full text

Abstract:

On October 15, 2013, a magnitude 7.1 earthquake severely damaged buildings on Bohol Island, the Philippines. This paper briefly reports on the typical damage to reinforced concrete (RC) buildings observed in the authors’ post-earthquake investigation. The current study focuses on the seismic performance of an earthquake-damaged building with exterior beam-column joint failure. Cyclic loading tests were conducted to propose a practical seismic strengthening method by installing RC wing walls for substandard moment-resisting frames with brittle beam-column joints. A scaled model representing the

APA, Harvard, Vancouver, ISO, and other styles

42

Prasath, Palaniappan, Balaji Shanmugam, and Paul Awoyera. "Behaviour of Stainless-Steel Fibre-Reinforced Exterior Beam-Column Joints under Reverse Cyclic Loading." Advances in Civil Engineering 2023 (June 8, 2023): 1–7. http://dx.doi.org/10.1155/2023/7382626.

Full text

Abstract:

The objective of this study is to evaluate the flexural behaviour of stainless-steel fibre-reinforced concrete beam-column (BC) joints under reverse cyclic loading. Based on the properties of concrete with various percentages of fibre, the optimized volume fraction was obtained as 0.75% of stainless-steel fibre. In the present work, two sets of beam-column joints with and without fibres were cast and tested under reverse cyclic loading. The beam-column joints were loaded up to five cycles, to study their behaviour, and examine the failure pattern of the joint. Based on test results, parameters

APA, Harvard, Vancouver, ISO, and other styles

43

Danu, Ritiksha. "A Study on Behavior of Headed Bars Made of Fiber-Reinforced Polymers in Rcc Exterior Beam Column Joints." Mathematical Statistician and Engineering Applications 70, no. 2 (2021): 1211–22. http://dx.doi.org/10.17762/msea.v70i2.2189.

Full text

Abstract:

Seismic pressures on a reinforced concrete moment-resisting structure are known to create critical and essential regions at the reinforced beam-column joints. Beam-column junctions are a microcosm of the whole structure, therefore brittle behavior at these points predicts brittle action. Ductile behavior at beam-column joints predicts ductile action. Under the influence of seismic forces, the joints between RC beams and columns are exposed to high shear stresses. Learn more about the performance of fiber-reinforced polymer headed bars in rcc external beam column joints in this publication.

APA, Harvard, Vancouver, ISO, and other styles

44

Asran, Ahmed G., Hassan H. EL-Esnawi, and Sabry Elmorsy Fayed. "Experimental Investigation of RC Exterior Beam Column Connection with Eccentric Beam Subjected to Reversible Quasi Static Loads." Civil Engineering Journal 3, no. 4 (2017): 221–36. http://dx.doi.org/10.28991/cej-2017-00000088.

Full text

Abstract:

Insufficiency of the Beam Column Joint (BCJ) caused structures failures particularly in case of the earthquakes. In most of the buildings, the beam center line was not aligned with the column center line. So, the effect of the eccentricity of the beam was studied in this article. Behaviour of reinforced concrete (RC) eccentric beam-column joint under reversible cyclic loading was investigated experimentally. The experimental program is one specimen. The specimen consisted of column and beam. The column divided into symmetry two parts (upper and lower parts). The beam fixed in middle of the col

APA, Harvard, Vancouver, ISO, and other styles

45

Ha, Sang-Su, Seung-Hun Kim, Moon Sung Lee, and Jeong-Ho Moon. "Performance Evaluation of Semi Precast Concrete Beam-Column Connections with U-Shaped Strands." Advances in Structural Engineering 17, no. 11 (2014): 1585–600. http://dx.doi.org/10.1260/1369-4332.17.11.1585.

Full text

Abstract:

In this study, a new precast concrete (PC) beam-column joint of moment resisting frame applicable for moderate seismic regions is proposed. A semi PC beam-column connection with U-shaped strands is developed in an attempt to improve workability and provide effective stress transfer mechanism at the joint. The structural system consists of PC beams with U-shaped strands, PC columns, PC slabs, and topping concrete. A series of three interior and three exterior semi PC joint specimens was tested to investigate the structural behavior of the system subjected to the lateral cyclic load. Key test va

APA, Harvard, Vancouver, ISO, and other styles

46

Emami, Ebrahim, Ali Kheyroddin, and Mohhamad Kazem Sharbatdar. "Experimental and analytical investigations of reinforced concrete beam-column joints retrofitted by single haunch." Advances in Structural Engineering 23, no. 15 (2020): 3171–84. http://dx.doi.org/10.1177/1369433220922493.

Full text

Abstract:

Recently, the single haunch with specifications such as less invasive and architectural consistency, and easy to practice have been adopted as one of the considered retrofitting options for deficient reinforced concrete beam-column joints. In this article, by analytical evaluation, the influence parameters such as haunch to beam stiffness ratio, haunch inclination angles, and mounted position were investigated. Analytical equations were also proposed for haunch to beam stiffness ratio in terms of both shear interaction between haunch and beam-column members and reduction of joint shear demand.

APA, Harvard, Vancouver, ISO, and other styles

47

Ristanto, Eddy, Suyadi Suyadi, and Laksmi Irianti. "Analisis Joint Balok Kolom dengan Metode SNI 2847-2013 dan ACI 352R-2002 pada Hotel Serela Lampung." Jurnal Rekayasa Sipil dan Desain 3, no. 3 (2016): 521–40. https://doi.org/10.23960/jrsdd.v3i3.481.

Full text

Abstract:

This study aimed to analyze the relationship beam-column design at Building Serela LampungHotel, which refers to SNI 2847-2013 and Methods ACI 352R-2002. In the analysis, the existingshear force on beam-column joint relationship is greater than the shear forces that are on thebeams and columns. Therefore it is necessary that the relationship between the shearreinforcement. From a review of existing columns and beam size is sufficient to carry the shearforces that occur. There are differences between the results of the review of planning method SNI2847-2013 and methods ACI 352R-2002. From the r

APA, Harvard, Vancouver, ISO, and other styles

48

Sakr, Mohammed A., Ahmad G. Saad, and Tamer M. El-korany. "Analysis of exterior beam-column joints under varying column axial load and code comparisons." Advances in Structural Engineering 25, no. 4 (2022): 837–63. http://dx.doi.org/10.1177/13694332211050979.

Full text

Abstract:

This paper presents a finite element (FE) study of beam-column joints subjected to cyclic loading. This study is primarily dependent on investigating the shear behavior of joints under the influence of different column axial load ratios. Wherefore, a total range of the column axial load ratios, whether in tension or compression has been considered. This paper proposes a two-dimensional (2D) FE model that considers material non-linearity. The proposed FE model was verified with experimental results from literature that tested varying column axial load ratios and different failure modes. The exa

APA, Harvard, Vancouver, ISO, and other styles

49

K, Padmanabham,, Rambabu, K, and Sairam, K. "Modelling Studies of Retrofitted Anchorage System in Exterior Beam Column Joint by Supplementary Steel." Saudi Journal of Civil Engineering 6, no. 9 (2022): 215–34. http://dx.doi.org/10.36348/sjce.2022.v06i09.001.

Full text

Abstract:

A Nonlinear finite element based ABAQUS modeling studies were conducted to evaluate the performance of exterior Beam Column Joint (BCJ) under quasi-static test loads. Six integrated BCJ models representing different configurations of beam reinforcement anchored in joint are verified by using a novel retrofitting technique called "Post Installation of Supplementary Anchorage" (PISA) by using headed bar as supplementary steel. The configuration of beam reinforcement anchored in column are described by straight bar,90 degree bend ,180 degree hook (confirming to design code IS456:2000) and single

APA, Harvard, Vancouver, ISO, and other styles

50

Dang, Cong Thuat, and Ngoc Hieu Dinh. "Experimental Study on the Structural Performance of Beam-Column Joints in Old Buildings without Designed Shear Reinforcement under Earthquake." Materials Science Forum 902 (July 2017): 33–40. http://dx.doi.org/10.4028/www.scientific.net/msf.902.33.

Full text

Abstract:

Old reinforced concrete buildings constructed around 1980’s in many developing countries have been designed against mainly gravity load. Beam-column joints in these buildings contain slightly or no shear reinforcement inside the panel zones due to the construction convenience, and are vulnerable to shear failure in beam-column joints under the action of earthquake loads, especially for the exterior beam-column joints. This experimental study aimed to investigate the seismic performance of five half-scale exterior beam-column joints simulating the joints in existing reinforced-concrete building

APA, Harvard, Vancouver, ISO, and other styles

We offer discounts on all premium plans for authors whose works are included in thematic literature selections. Contact us to get a unique promo code!