Log in

Relevant bibliographies by topics / Strong column-weak beam / Journal articles

To see the other types of publications on this topic, follow the link: Strong column-weak beam.

Journal articles on the topic 'Strong column-weak beam'

Author: Grafiati

Published: 4 June 2025

Last updated: 15 July 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 'Strong column-weak beam.'

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

Liu, Jing Bo, and Xue Li. "Realization of Strong Column-Weak Beam Failure Mode for Concrete-Filled Square Steel Tubular Frame Structure." Advanced Materials Research 446-449 (January 2012): 424–28. http://dx.doi.org/10.4028/www.scientific.net/amr.446-449.424.

Full text

Abstract:

Strong column-weak beam failure mode is considered to be a preferable mode for its large capability to absorb earthquake energy and prevent collapse. However, for composite frames composed of steel-concrete composite beams and concrete-filled steel tubular (CFST) columns, strong column-weak beam design methods are not given in Chinese codes. The column-to-beam strength ratio is one of the most important factors that influence the failure mode of frame structures. Moreover, large axial compression ratio of columns may cut down the actual bending capacity of columns, and thus has an adverse effe

APA, Harvard, Vancouver, ISO, and other styles

2

Li, Yan Tao, Cheng Xiang Xu, and Guo Feng Du. "Seismic Performance of T-Shaped CFT Column to Steel Frame Beam Connection – Experimental Study." Advanced Materials Research 919-921 (April 2014): 951–59. http://dx.doi.org/10.4028/www.scientific.net/amr.919-921.951.

Full text

Abstract:

The focus of this research program is T-shaped CFT central column to steel frame beam connection. 3 joints with strong columns-weak beams and 1 joint with strong beams-weak columns 1:2 scale specimens were tested under constant axial loads and cyclic horizontal loads. Overall impact of axial force ratio and beam to column linear stiffness ratio on joint failure mechanism, hysteretic behavior, deformation ductility, and energy dissipation capability was investigated. Results showed that the failure mechanism for specimens with strong columns-weak beams was local buckling of the steel beam flang

APA, Harvard, Vancouver, ISO, and other styles

3

Teddy, Livian, Gagoek Hardiman, N. Nuroji, and Sri Tudjono. "The New Method in Calculating Columns and Beams Dimensions That Meets Requirements of The Strong Column-Weak Beam and Non-Soft Story." Journal of Architectural Design and Urbanism 1, no. 2 (2019): 1. http://dx.doi.org/10.14710/jadu.v1i2.4492.

Full text

Abstract:

Situated at an earthquake prone area, buildings planning in Indonesia must implement earthquake resistant building principles. One of these principles is determining dimensions of columns and beams in the process of architectural designing.This act eventually affects the behaviour of the strong column-weak beam and the probability of bending failure due to soft story. At present time, there are no simple rules architects can use in calculating the dimensions of beams and columns that meet the criteria for strong column-weak beam and non-soft story. This paper is an effort to provide an input t

APA, Harvard, Vancouver, ISO, and other styles

4

Ma, Hua, Chun Yang Liu, Zhen Bao Li, Jian Qiang Han, and Shi Cai Chen. "The Influence of Seismic Input in the Oblique Direction on the Strong-Column Weak-Beam Mechanism for RC Frame." Advanced Materials Research 243-249 (May 2011): 5144–51. http://dx.doi.org/10.4028/www.scientific.net/amr.243-249.5144.

Full text

Abstract:

In current seismic design code of each country in the world, the mainstream of earthquake input for calculating the building is to use X and Y directions conveniently. The X and Y directions are the main axis of the building, and the strong-column weak-beam damage mechanism has been considered only followed to these main axis. However the building response in the oblique direction is higher than in the main axis, and the frequency in the oblique direction of the building is higher than the X or Y direction as well. Moreover the column usually connects with two beams in the orthogonal direction

APA, Harvard, Vancouver, ISO, and other styles

5

Nie, Xuefei, Shishun Zhang, Tao Jiang, and Tao Yu. "The strong column–weak beam design philosophy in reinforced concrete frame structures: A literature review." Advances in Structural Engineering 23, no. 16 (2020): 3566–91. http://dx.doi.org/10.1177/1369433220933463.

Full text

Abstract:

This article presents a literature review of existing research on the strong column–weak beam design philosophy, which has been widely adopted in the seismic design of frame structures. A comprehensive review of this design philosophy, including its concept and research history, especially factors affecting the accurate calculation of the flexural capacity of beams [Formula: see text] and the determination of the column-to-beam flexural strength ratio [Formula: see text], is presented first. The development of design provisions of four representative countries for this design philosophy is als

APA, Harvard, Vancouver, ISO, and other styles

6

Aditya Purnama. "PERENCANAAN ULANG STRUKTUR ATAS MENGGUNAKAN KONSEP TAHAN GEMPA DENGAN SISTEM STRONG COLUMN WEAK BEAM PADA BANGUNAN RUSUNAWA KOTA KEDIRI." JURNAL DAKTILITAS 1, no. 1 (2021): 1–16. http://dx.doi.org/10.36563/daktilitas.v1i1.397.

Full text

Abstract:

ABSTRACT Geologically, Indonesia is located in the Pacific Ring of Fire, which is a series of the most activevolcanoes in the world that stretches along the Pacific plate Because of this, geological disasters often hitIndonesia, both from earthquakes and volcanic eruptions Therefore, it is necessary to redesign thesuperstructure using the concept of earthquake resistance with a strong columnweak beam system in theRusunawa building in the Kediri city.Redesign of rusunawa building in the Kediri city using a special moment reinforced concrete framesystem that refers to the SNI 1726:2012 earthquak

APA, Harvard, Vancouver, ISO, and other styles

7

Wardana, Zahra Ramadhani, Saidatul Alfena Putri Asyari, and Wahyu Kartini. "Analisis Hubungan Balok Kolom Beton Bertulang pada Proyek Pembangunan Gedung Laboratorium Biologi UNESA Ketintang Kota Surabaya." Jurnal Rekayasa Sipil dan Lingkungan 7, no. 2 (2023): 129. https://doi.org/10.19184/jrsl.v7i2.38019.

Full text

Abstract:

Frequent structural failures begin with failures in the beam-column connection area. The beam-column connection, especially in the interior, is the most critical part of a reinforced concrete frame structure, so it must be carefully designed to maintain ductile behavior with inelastic response during strong earthquakes. Although Surabaya is not a region with a high earthquake risk, building planning must still take into account that it is resistant to earthquakes. This study was conducted to ascertain whether the requirements of strong column - weak beam and shear strength have been met or not

APA, Harvard, Vancouver, ISO, and other styles

8

Prianto, Kusnul, Hariyono Seputro Youngky Pratama, Bayu Achil Sadjab, and Endah Kinarya Palupi. "DISASTER RESILIENCE IN BUILDING CONSTRUCTION THROUGH CONCRETE CASTING METHODS: IMPLICATIONS FOR THE USE OF STRONG COLUMNS AND WEAK BEAMS." Jurnal Pertahanan: Media Informasi ttg Kajian & Strategi Pertahanan yang Mengedepankan Identity, Nasionalism & Integrity 7, no. 3 (2021): 387. http://dx.doi.org/10.33172/jp.v7i3.1217.

Full text

Abstract:

<div><p class="Els-history-head">The difficulty in obtaining the construction of a strong-beam-weak column building will be encountered during the concrete casting work because in the implementation the beam may be cast using a higher quality concrete than that used for column casting. This has the potential to result in the construction of strong weak-beam columns which should be avoided in earthquake-resistant structures. This study aims to find the most effective concrete casting method that results in the construction of strong-weak beam-columns as intended above. Observations

APA, Harvard, Vancouver, ISO, and other styles

9

Yu, Jian Bing, Zheng Xing Guo, and Dong Zhi Guan. "Low Reversed Cyclic Loading Test for New Precast Concrete Beam to Column Connection." Advanced Materials Research 1079-1080 (December 2014): 160–65. http://dx.doi.org/10.4028/www.scientific.net/amr.1079-1080.160.

Full text

Abstract:

On the basis of the domestic and overseas scholars’ research, it is innovative to put forward a new precast frame beam-to-column connection. One full-scale beam-to-column connection in a precast concrete（PC）frame and a beam-to-column connection in a cast-in-place concrete structures were tested under uni-directional cyclic loading that simulated earthquake-type motions. The new-type beam-to-column joint in a precast concrete frame consisted of cast-in-place columns and precast beams. Test results showed that（a）The property and action of precast connections are similar to the cast-in-place conn

APA, Harvard, Vancouver, ISO, and other styles

10

Zhang, Ji Chao, Nan Li, and Lei Ji. "Experimental Study on Seismic Behavior of Pre-Cast Concrete Structure with Cast-In Situ Integral Beam-Column Joint Sub-Assemblage." Applied Mechanics and Materials 71-78 (July 2011): 506–9. http://dx.doi.org/10.4028/www.scientific.net/amm.71-78.506.

Full text

Abstract:

Based on the need of housing industrialization, using full-scale models, this paper investigated the seismic behavior of pre-cast concrete beam-column subassemblies with cast-in-situ monolithic joints under low-cycle reversed loading. The failure pattern, hysteretic characteristic, skeleton curve, ductility and energy dissipation were also analyzed. The result indicated that beam-column joints with longitudinal bars welded at the bottom of beams can meet the requirements of “strong column-weak beam, stronger joint”.

APA, Harvard, Vancouver, ISO, and other styles

11

Yardimci, N., C. Yorgun, and T. S. Arda. "Tests on beam-column strong and weak axis connections." Computers & Structures 61, no. 3 (1996): 393–99. http://dx.doi.org/10.1016/0045-7949(96)00093-4.

Full text

APA, Harvard, Vancouver, ISO, and other styles

12

Zhao, Yan-Gang, Tetsuro Ono, and Xila Liu. "COF Evaluation for Weak-Beam-Strong-Column Designed Frames." IABSE Symposium Report 88, no. 5 (2004): 144–49. http://dx.doi.org/10.2749/222137804796301924.

Full text

APA, Harvard, Vancouver, ISO, and other styles

13

Roeder, Charles W., James E. Carpenter, and Hidetake Taniguchi. "Predicted Ductility Demands for Steel Moment Resisting Frames." Earthquake Spectra 5, no. 2 (1989): 409–27. http://dx.doi.org/10.1193/1.1585530.

Full text

Abstract:

Recent changes to the United States seismic design provisions permit the use of weak column-strong beam steel moment resisting frames. This design concept has not been used in the past, because it results in plastic hinges in the columns during moderate or extreme earthquakes. This paper shows the results of inelastic dynamic response calculations on a weak column frame and a comparable strong column system. The results show that the ductility demand is much greater for the weak column strong beam framing system with some acceleration records. The required ductility is then compared for the di

APA, Harvard, Vancouver, ISO, and other styles

14

Khodabandehlo, Ahmadreza, and Mohamad Taghi Kazemi. "Seismic Behavior and Study of RCS Composite Frame Composed of Steel Beams and Strong Concrete Column." Civil and Environmental Engineering 15, no. 2 (2019): 142–53. http://dx.doi.org/10.2478/cee-2019-0018.

Full text

Abstract:

AbstractWith spreading of population and increasing of instruction, and also because of limited resources and materials, the demand for using novel materials in building industry has increased. The reinforced concrete columns and steel beams are used in structures with composite moment frame (RCS). Use of compression strength in proportion with concrete and bending strength of steel beam has bestowed these structures less weight than that of concrete structures and made it easier to access the measure of strong column - weak beam especially within long span in these structures. The most import

APA, Harvard, Vancouver, ISO, and other styles

15

Lei, Guang Yu, Yu Yao Zeng, and Can Guo Jin. "Study on Seismic Performance of Infilled Frame of Underlying Weak Layer." Applied Mechanics and Materials 204-208 (October 2012): 1028–33. http://dx.doi.org/10.4028/www.scientific.net/amm.204-208.1028.

Full text

Abstract:

After the Wenchuan earthquake, a large number of infilled frame structure of underlying weak layer (the bottom of non-filled walls, the upper wall of clouds filling) of the housing system did not appear "weak beam strong column" of the failure mode. Established pure frame structure of finite element model which considered the quality of in filled wall without taking into account of its stiffness and strength and the frame of finite element model which contains filler wall, and carried out elastic-plastic time-history analysis with established finite element model of two under earthquake, throu

APA, Harvard, Vancouver, ISO, and other styles

16

Cengiz, A. Emre, Yücel Güney, Onur Kaplan, Ahmet Topçu, Yunus Özçelikörs, and Erk Ekin. "Structural Defects of Existing RC Buildings in Eskisehir Province." Applied Mechanics and Materials 147 (December 2011): 145–48. http://dx.doi.org/10.4028/www.scientific.net/amm.147.145.

Full text

Abstract:

In this study, structural defects of existing 709 reinforced concrete (RC) buildings in Eskisehir Province were represented. Structural defects such as gaps between adjacent buildings, strong beam-weak column, mezzanine floor, short column, corner column, discontinuous frame, anchorage beams, long span, segregation, corrosion, inconvenient column/beam lateral reinforcement, low concrete strength and inconvenient steel reinforcement were determined in the study. It was determined that %35 of existing buildings have discontinuous frame, %16 of them have long span problem. It was also observed th

APA, Harvard, Vancouver, ISO, and other styles

17

Raut, Suraj. "Seismic Analysis of Multi Storey Building Using Strong Column Weak Beam Ratio (SCWB) in Different Zones of India." International Journal for Research in Applied Science and Engineering Technology 9, no. VII (2021): 1411–21. http://dx.doi.org/10.22214/ijraset.2021.36238.

Full text

Abstract:

An earthquake structures are mandatory to avoid significant damages (i.e., collapse) and aims that structure withstand a major earthquake without collapse. The design approach adopted is to ensure that the columns of the structure more capable to resist moments than beam; to avoid progressive collapse of structure due to failure of columns in lower level; it is necessary the columns have stronger than beams (strong column weak beam). The concept of SCWB is to ensure that plastic hinge formed in the beam not in the column; this help in dissipating the more energy along with providing ductility

APA, Harvard, Vancouver, ISO, and other styles

18

Duan, Xiao Wei. "Solve Cast-in-Place Floor Slab in Frame Structure Buildings in the Study of \" Strong Beam Weak Column\" Issue." Applied Mechanics and Materials 638-640 (September 2014): 233–37. http://dx.doi.org/10.4028/www.scientific.net/amm.638-640.233.

Full text

Abstract:

With the development of construction technology and construction equipment, now almost all industrial and civil buildings are changing to frame structure. As a result of the differences in floor height, span and the thickness of the cast-in-place floor slab, so the frame column and beam stress is different. When the stress exceeds a certain limit, then it will result in the problem of “strong beam weak column”, and this affects the quality of the buildings, thus how to solve the strong beam weak column caused by the cast-in-place floor slab becomes very meaningful.

APA, Harvard, Vancouver, ISO, and other styles

19

Ashish, Poudel. "Impact of Strong Column Weak Beam for a Six- Story Residential Building According to Indian Code." Indian Journal of Structure Engineering (IJSE) 3, no. 1 (2023): 1–6. https://doi.org/10.54105/ijse.C9424.053123.

Full text

Abstract:

<strong>Abstract: </strong>Ductile design and detailing provisions were revised in 2016 by the Bureau of Indian Standards. It introduced Strong Column Weak Beam Provision (SCWB) for beam-column joint. In this paper, an attempt is done to investigate the influence of SCWB provision on the Longitudinal Rebar Quantity (LRQ) of typical columns i.e. Corner Column, Edge Column, and Middle Column on seismic Zones III, IV, and V for six-story buildings. Story-wise variation reached a maximum from 100% to 200% in the 4th and 5th story whereas overall variation was observed from around 50% to 80% in LRQ

APA, Harvard, Vancouver, ISO, and other styles

20

Guo, Yan Li, and Xing You Yao. "Seismic Performance of Concrete-Filled Square Tubular Column and Reduced Steel Beam Joints." Advanced Materials Research 163-167 (December 2010): 4257–64. http://dx.doi.org/10.4028/www.scientific.net/amr.163-167.4257.

Full text

Abstract:

According to anti-seismic design principle of strong column and weak beam, and of strong joint and weak member, reduced beam section (RSB) is often used to shift away plastic hinge from end of beam to the weaken region of the beam. The non-linear finite element models are established for concrete-filled steel square tubular column and reduced steel beam with holes in flange or in flange and web, considering geometric large deformation and material nonlinear. Comparison is made on load-displacement curves, the stress distribution of reduced beams, the ultimate load-carrying capacity, the ductil

APA, Harvard, Vancouver, ISO, and other styles

21

Zhang, Yikang. "Seismic Performance Analysis of RC Frame Structure Beam–Column Joints Based on Strong Column and Weak Beam Method." Buildings 14, no. 10 (2024): 3267. http://dx.doi.org/10.3390/buildings14103267.

Full text

Abstract:

Based on the design concept of a strong column and weak beam, a new type of reinforced concrete frame structure beam–column joint is proposed. Considering different column end amplification factors (beam–column bending moment ratio), the finite element method (FEA) is used to analyze the parameters that affect the seismic performance of RC frame structure beam–column joints. The reliability verification error is within 4.8% to 11.7%, meeting the requirements of engineering accuracy. Then, through parameter analysis, the effects of different concrete strengths, stirrup diameters, and axial pres

APA, Harvard, Vancouver, ISO, and other styles

22

Jiang, Li Xue, Shi Ju Zheng, Wei Ping Zhang, and Xiang Lin Gu. "Cyclic Loading Behavior of Weak Reinforced Concrete Beam-Column Connections." Key Engineering Materials 400-402 (October 2008): 881–86. http://dx.doi.org/10.4028/www.scientific.net/kem.400-402.881.

Full text

Abstract:

Eight weak reinforced concrete beam-column connections and two strong ones subjected to cyclic loads were tested. Effects of the one-way slab, top reinforcement ratio of the beam as well as the transverse reinforcement ratio inside the joint on the seismic behavior of reinforced concrete beam-column connections were primarily investigated. Tests results show that, when subjected to the negative moment, the beam flexural resistance increases notably due to the presence of the slab. However, failure mode of the weak connection transforms from the beam flexural failure to the joint shear failure,

APA, Harvard, Vancouver, ISO, and other styles

23

Guo, Yan Li, and Xing You Yao. "Shape Optimization and Seismic Design of Concrete-Filled Square Tubular Column and Reduced Beam Section with Cut Web." Advanced Materials Research 163-167 (December 2010): 2397–403. http://dx.doi.org/10.4028/www.scientific.net/amr.163-167.2397.

Full text

Abstract:

According to anti-seismic design principle of strong column and weak beam, and of strong joint and weak member, reduced beam section(RBS) is often used to shift away plastic hinge from end of beam to weaken region of the beam. Reduced beam section with cut web are analyzed by non-linear finite element method(FEM) in this paper. Two kinds of effective suggested joints of reduced beam section(circled hole and long-circled hole) are put forward by comparing the results of mechanical behavior of reduced beam section with which of traditional RBS, including of ultimate load-carrying capacity, Von-m

APA, Harvard, Vancouver, ISO, and other styles

24

Chen, Hai Bin, Nan Ge, and Hua Jing Qu. "Normal Section Bearing Capacity of Reinforced Concrete Frame Joints with Open Floor Corner." Advanced Materials Research 616-618 (December 2012): 1697–701. http://dx.doi.org/10.4028/www.scientific.net/amr.616-618.1697.

Full text

Abstract:

Consider the floor slab reinforced by the increases of the bending capacity of the negative moment on the beam end, the derivation of the nodes under the floor and beam together calculation of bearing capacity formula. Calculate and compare ordinary floor and the floor to the bottom of the beam end and end-column section bearing capacity open-angle seam. The results show that the slit in the floor open-angle measures, due to the reinforcement in the slab near the beam end is cut off, the beam end flexural capacity reduced by 19%, the column end bearing capacity is very small, the bearing capac

APA, Harvard, Vancouver, ISO, and other styles

25

Poudel, Ashish. "Impact of Strong Column Weak Beam for a Six- Story Residential Building According to Indian Code." Indian Journal of Structure Engineering 3, no. 1 (2023): 1–6. http://dx.doi.org/10.54105/ijse.c9424.053123.

Full text

Abstract:

Ductile design and detailing provisions were revised in 2016 by the Bureau of Indian Standards. It introduced Strong Column Weak Beam Provision (SCWB) for beam-column joint. In this paper, an attempt is done to investigate the influence of SCWB provision on the Longitudinal Rebar Quantity (LRQ) of typical columns i.e. Corner Column, Edge Column, and Middle Column on seismic Zones III, IV, and V for six-story buildings. Story-wise variation reached a maximum from 100% to 200% in the 4th and 5th story whereas overall variation was observed from around 50% to 80% in LRQ of the column while consid

APA, Harvard, Vancouver, ISO, and other styles

26

Biddah, Aiman, and Arthur C. Heidebrecht. "Seismic Performance of Moment-Resisting Steel Frame Structures Designed for Different Levels of Seismic Hazard." Earthquake Spectra 14, no. 4 (1998): 597–627. http://dx.doi.org/10.1193/1.1586018.

Full text

Abstract:

A large number of low and medium-rise buildings have moment-resisting steel frames as the primary lateral load resisting system. This type of structural system has been considered to be one of the most effective means for resisting strong seismic ground motions. This paper presents the results of an investigation into the performance which can be expected when code designed ductile moment-resisting steel frame buildings having ductile connections, designed for different seismic hazard levels, are subjected to excitation by strong seismic ground motions. Design variations at different seismic h

APA, Harvard, Vancouver, ISO, and other styles

27

Vandana, R. K., and K. R. Bindhu. "Influence of geometric and material characteristics on the behavior of reinforced concrete beam-column connections." Canadian Journal of Civil Engineering 44, no. 5 (2017): 377–86. http://dx.doi.org/10.1139/cjce-2016-0247.

Full text

Abstract:

The design of reinforced concrete moment-resisting frames and hence beam-column connections is of great importance in earthquake prone areas. Beam-column joints, which should be sufficiently strong to resist and sustain lateral loads, are designed on the basis of the strong-column weak-beam concept so that they undergo ductile failure. The present study describes the cyclic loading performance of six interior beam-column connection specimens designed to be seismic-resistant with varying aspect ratios, concrete compressive strengths, and beam bar yield strengths. Results indicate that joint duc

APA, Harvard, Vancouver, ISO, and other styles

28

Jin, Huan. "The Effect of Cast-In-Place Floor Slab on Strong Column-Weak Beam Mechanism of RC Frame Structures." Advanced Materials Research 717 (July 2013): 261–65. http://dx.doi.org/10.4028/www.scientific.net/amr.717.261.

Full text

Abstract:

For understanding the influence of cast-in-place floor slab on the failure mechanism of "Strong column-weak beam", nonlinear finite element simulation of a 1/2-scale one-story, two-bay RC frame specimen has been carried on using DIANA software. The analysis model was designed and constructed according to the design drawings of Xuankou middle school building. Through the comparison and analysis, it shows that the 3 D solid finite element model established is feasible to analyze the mechanical performance of RC frame, and the contribution of cast-in-place floor slab on the negative flexural capa

APA, Harvard, Vancouver, ISO, and other styles

29

Yan, Chang Wang, Jin Qing Jia, and Ju Zhang. "Crack Pattern and Ductility of Steel Reinforced Ultra High Strength Concrete Composite Joint Subjected to Reversal Cycle Load." Key Engineering Materials 417-418 (October 2009): 845–48. http://dx.doi.org/10.4028/www.scientific.net/kem.417-418.845.

Full text

Abstract:

In order to investigate the seismic damage and performance of steel reinforced ultra high strength concrete composite joint subjected to reversal cycle load, six interior strong-column-weak-beam joint specimens were tested with various axial load ratio and volumetric stirrup ratio. A discussion on the crack mode and ductility was presented. It was found that all joint specimens failed in bending with a beam plastic hinge in a ductile manner, with crack propagation different from the weak-column-strong-beam joint. The experimental results indicated that test parameters of the steel reinforced u

APA, Harvard, Vancouver, ISO, and other styles

30

Ning, Ning, Wenjun Qu, and Zhongguo John Ma. "Design recommendations for achieving “strong column-weak beam” in RC frames." Engineering Structures 126 (November 2016): 343–52. http://dx.doi.org/10.1016/j.engstruct.2016.07.053.

Full text

APA, Harvard, Vancouver, ISO, and other styles

31

Zhou, Ying, Cui Qiang Zhang, De Yuan Zhou, and Zhuo Ying Li. "The Research of the Realization of Strong Column and Weak Beam Mechanism of Reinforced Concrete Beam Considering the Slab Width." Advanced Materials Research 255-260 (May 2011): 487–92. http://dx.doi.org/10.4028/www.scientific.net/amr.255-260.487.

Full text

Abstract:

This paper gets the column-end moment amplification factors of the concrete frame in the seismic zones of intensity seven and eight, by using the software CANNY and the method of pushover. The results show that when considering the casting slab, the reinforced concrete frame can develop a strong column and weak beam yielding mechanism when the column moment amplification factor adopts 1.4 for seven intensity area and 1.2 for eight intensity zone, preventing the development of collapse.

APA, Harvard, Vancouver, ISO, and other styles

32

SHIOHARA, Hitoshi. "REINFORCED CONCRETE BEAM-COLUMN JOINT:SEISMIC DESIGN OF JOINTS CONNECTING WEAK BEAMS AND STRONG COLUMNS." Journal of Structural and Construction Engineering (Transactions of AIJ) 74, no. 640 (2009): 1145–54. http://dx.doi.org/10.3130/aijs.74.1145.

Full text

APA, Harvard, Vancouver, ISO, and other styles

33

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

34

Ge, Nan, Hai Bin Chen, and Wen Chao Peng. "Analysis on Efficiency of Frame Joint Retrofitted with Hybridized CFRP for Strong Column and Weak Beam." Applied Mechanics and Materials 256-259 (December 2012): 1033–36. http://dx.doi.org/10.4028/www.scientific.net/amm.256-259.1033.

Full text

Abstract:

The calculation for flexural capacity of beam end and column end were carried out, with the strength effect of slab bar being included. The results for traditional joint specified in design code and that for the joint retrofitted with hybridized CFRP were compared. The results presented the efficiency of flexural strength improvement in beam. It is also shown that for the joint retrofitted with hybridized CFRP, the stress in the reinforce bar for column will increase significantly, while the plastic pivot of column appears later, which tend to exhibit a failure type closer to the beam-pivot or

APA, Harvard, Vancouver, ISO, and other styles

35

Kabir, Sadeghi, and Issa Moctar Hama. "Strong Column-Weak Beam Concept and Stiffness Factor Study for Moment Ressisting Frames." International Journal of Innovative Science and Research Technology 8, no. 1 (2023): 1856–61. https://doi.org/10.5281/zenodo.7628532.

Full text

Abstract:

One of the biggest challenge for structural engineers is to design a safety structure that is going to resist during seismic activities, therefore the concept of strong column and weak-beam. To withstand those loading that sometimes tend to overpass the elastic limit and lead to the collapse mechanism, it is crucial to perform the pushover analysis that is a non-linear static analysis where the structure is subjected to lateral stresses. As a result, various characteristics are recorded, including failure, the development of plastic hinges, and yield. Since the columns are the components from

APA, Harvard, Vancouver, ISO, and other styles

36

Liu, Jianhua, Yunlin Liu, and Dehu Yu. "Experimental and Numerical Studies on the Seismic Performance of New Assembled Concrete Frame Beam–Column Joints." Buildings 13, no. 2 (2023): 329. http://dx.doi.org/10.3390/buildings13020329.

Full text

Abstract:

A new type of assembled concrete beam–column joint based on a bolted connection was proposed, aiming to complete the post-earthquake node repair work by replacing precast beams and bolts. To study the seismic performance of the new beam–column joints, two full-scale components of the new joints were fabricated and subjected to low cyclic loading. The whole process from crack generation to component failure was investigated in detail, and seismic performance indicators such as the hysteresis curve, skeleton curve and stiffness degradation curve were compared and analyzed. Based on the experimen

APA, Harvard, Vancouver, ISO, and other styles

37

Tampubolon, Sudarno P., Agnes Sri Mulyani, Setyadi Setyadi, and Risma M. Simanjuntak. "Building Assessment Post Earthquake 21 November 2022 in Cianjur District." Asian Journal of Community Services 3, no. 8 (2024): 801–14. http://dx.doi.org/10.55927/ajcs.v3i8.10819.

Full text

Abstract:

The earthquake that occurred in the Cianjur area, West Java on Monday 21 November 2022 at 13.21 WIB resulted in 635 fatalities and 56,000 houses that were damaged. The results of the assessment found that many houses and public facility buildings still did not meet the requirements for earthquake-resistant buildings, especially in the use of concrete materials, main reinforcement, stirrups in columns, beams, foundations and beam-column joint, and did not have a strong column-weak beam planning concept. This can be seen from the inability of the column to withstand/ carry the working load which

APA, Harvard, Vancouver, ISO, and other styles

38

Qi, Yong, Ci Mian Zhu, Shu Sheng Zhong, Jia Lv, and Zhi Gang Guo. "Comparative Study on the Pseudo Static Testing of Beam Transfer Structure of Frame-Supported Short-Leg Shearwall with and without Haunch." Advanced Materials Research 243-249 (May 2011): 188–92. http://dx.doi.org/10.4028/www.scientific.net/amr.243-249.188.

Full text

Abstract:

In order to analyse seismic behaviors of the haunched beam-shaped transfer floor, carried out the pseudo static testing, which were subjected to vertical loads and horizontal cyclic loads, respectively on two specimens, including the framed short-leg shear wall haunched beam-shaped transfer plane framework and the same dimension unhaunched beam-shaped transfer frame. The test shows that: 1) Haunched beam-shaped transfer structure can apparently improve the shear-bearing-capacity of the abutment section and reduce the beam dimension effectively, and it is easier to implement the aseismatic desi

APA, Harvard, Vancouver, ISO, and other styles

39

Wang, Jinyan, Qinglu Li, Yuzhou Sun, Yi Zhao, Zhonghao Niu, and Xiaofen Li. "Seismic Behavior of T-Shaped Concrete-Filled Steel Tubular Column to Steel Beam Joints with Side Plates." Advances in Civil Engineering 2023 (December 16, 2023): 1–16. http://dx.doi.org/10.1155/2023/6698598.

Full text

Abstract:

This study investigates the seismic behavior of the T-shaped concrete-filled steel tubular (CFST) column to steel beam joints, aimed at expanding their applicability in areas with high-seismic fortification intensity. A construction form of T-shaped CFST column to steel beam joint with side plates is presented. The variables studied in these experiments include the side plate length, the axial compression ratio, the presence of side plates, and the presence of binding bars. The force mechanism, failure modes, load–displacement curves, strength, stiffness, ductility, and energy dissipation capa

APA, Harvard, Vancouver, ISO, and other styles

40

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

41

Kadukar, Mr Vikas. "Study on Literature Review of Strong Column Weak Beam Behavior of Frames." International Journal for Research in Applied Science and Engineering Technology 6, no. 5 (2018): 2915–22. http://dx.doi.org/10.22214/ijraset.2018.5476.

Full text

APA, Harvard, Vancouver, ISO, and other styles

42

A.A., Saudagar, and R. M. Sawant Dr. "Comparative Study of Seismic Performance of a Multi-Storey Building with Prismatic and Non-Prismatic Beam." Journal of Structural Engineering, its Applications and Analysis 3, no. 1 (2020): 1–7. https://doi.org/10.5281/zenodo.3597123.

Full text

Abstract:

In general, it is observed that during earthquakes most of the buildings fail due to the failure of beam-column joints. To increase the integrity between beam and column a haunch (brace) can be provided at the junction. The main disadvantage of the prismatic beam frame is that these are as strong as there joints are weak, no matter how strong it is held with the ground or how strong is beam or column, it will fail as its joint get cracked. In this paper results from the analytical study of various parameters like modal time period, base shear, maximum storey displacement, storey drift and stif

APA, Harvard, Vancouver, ISO, and other styles

43

Wang, Tiecheng, Lei Zhang, Hailong Zhao, and Qingwei Chen. "Analysis on Dynamic Response of Reinforced Concrete Frame for Resisting Progressive Collapse." Open Construction & Building Technology Journal 10, no. 1 (2016): 27–38. http://dx.doi.org/10.2174/1874836801610010027.

Full text

Abstract:

In order to investigate the dynamic response of reinforced concrete spatial frames caused by initial damages, a six-story frame model is analyzed by employing the nonlinear dynamic methodology in accordance with the alternate path method issued by General Services Administration. In this paper, the fiber model and force-based beam-column element are utilized in OpenSees. Four various scenarios are separately analyzed with incremental dynamic analysis. It is shown that the model does not collapse and the internal force redistribution mainly appears in the components adjacent to the failure colu

APA, Harvard, Vancouver, ISO, and other styles

44

Tao, Wang, Wang Zhan, and Wang Junqi. "Experimental Study and Finite Element Analysis of Hysteretic Behavior of End-plate Connection Semi-Rigid Space Steel Frames." Open Civil Engineering Journal 7, no. 1 (2013): 68–76. http://dx.doi.org/10.2174/1874149501307010068.

Full text

Abstract:

To investigate the seismic behavior of end-plate connection semi-rigid space steel frames, three 1/4-scale specimens were tested under cyclic load. Finite element analysis which took initial geometric imperfections into consideration was also conducted, and the results conform to experimental results. The failure modes, hysteretic behavior, deformation capacity and energy-dissipation capacity of the end-plate connection semi-rigid space steel frame have been explicated in this paper. The investigation in this paper indicates that: (1) the end-plate connection semi-rigid space steel frames exhi

APA, Harvard, Vancouver, ISO, and other styles

45

Bai, Yongtao, and Guoliang Bai. "Pseudo-Dynamic and Quasi-Static Testing of an Irregular Steel Concrete Composite Frame with Wing Walls." International Journal of Structural Stability and Dynamics 16, no. 02 (2016): 1450095. http://dx.doi.org/10.1142/s0219455414500953.

Full text

Abstract:

This paper presents a series of pseudo-dynamic tests (PDTs) and quasi-static tests (QSTs) on a dual wing-walled frame system, represented here by a 1/7-scaled composite moment frame with steel reinforced concrete (SRC) columns and reinforced concrete (RC) wing walls. Special characteristics of this scaled system are irregular story layout, strong-beam weak-column mechanism and large axial load. A series of scaled El-Centro (NS) waves were used as the input ground motion for the PDTs, the results of which showed that the seismic behavior was significantly improved by the RC wing walls. With the

APA, Harvard, Vancouver, ISO, and other styles

46

Mu, Zaigen, Yuqing Yang, Ziqi Gao, and Zhelong Jiang. "Mechanical Behavior of Special-Shaped Double-Web Steel-Reinforced Concrete Column Joints." Metals 13, no. 3 (2023): 601. http://dx.doi.org/10.3390/met13030601.

Full text

Abstract:

In this paper, five new joints of special-shaped double-web steel-reinforced concrete (SDSRC) columns connected with steel beams are designed. The load-displacement curves, joint yield states and damage forms of the beam ends of the five joints under monotonic loading with the same axial pressure ratio are investigated. Additionally, the hysteresis performance, strength and stiffness degradation under cyclic loading are studied. The results show that the bearing capacity of joints with studs can increase by approximately 10%. Since the arrangement of multiple rows of studs at the connection be

APA, Harvard, Vancouver, ISO, and other styles

47

Su, Jizhi, Boquan Liu, Guohua Xing, Yudong Ma, and Jiao Huang. "Influence of Beam-to-Column Linear Stiffness Ratio on Failure Mechanism of Reinforced Concrete Moment-Resisting Frame Structures." Advances in Civil Engineering 2020 (January 10, 2020): 1–24. http://dx.doi.org/10.1155/2020/9216798.

Full text

Abstract:

The design philosophy of a strong-column weak-beam (SCWB), commonly used in seismic design codes for reinforced concrete (RC) moment-resisting frame structures, permits plastic deformation in beams while keeping columns elastic. SCWB frames are designed according to beam-to-column flexural capacity ratio requirements in order to ensure the beam-hinge mechanism during large earthquakes and without considering the influence of the beam-to-column stiffness ratio on the failure modes of global structures. The beam-to-column linear stiffness ratio is a comprehensive indicator of flexural stiffness,

APA, Harvard, Vancouver, ISO, and other styles

48

Wongpakdee, Nattapat, and Sutat Leelataviwat. "Influence of Column Strength and Stiffness on the Inelastic Behavior of Strong-Column-Weak-Beam Frames." Journal of Structural Engineering 143, no. 9 (2017): 04017124. http://dx.doi.org/10.1061/(asce)st.1943-541x.0001864.

Full text

APA, Harvard, Vancouver, ISO, and other styles

49

Li, Xiu Ling, and Min Luo. "Study on the Seismic Behavior of Green High-Performance Fiber-Reinforced Cementitious Composites Column." Applied Mechanics and Materials 174-177 (May 2012): 806–9. http://dx.doi.org/10.4028/www.scientific.net/amm.174-177.806.

Full text

Abstract:

“Strong column and weak beam” failure rarely occurred in the Wenchuan earthquake, and the reasons were analyzed in this paper. A new type of frame column is presented, i.e. green high-performance fiber-reinforced cementitious composites (GHPFRCC) column, and the seismic behaviors are discussed. And this new type of structural member is vital to improve the seismic capacity of the frame structure.

APA, Harvard, Vancouver, ISO, and other styles

50

Yan, Jie, Yong Yao, Zhao Qiang Zhang, Yong Jun Deng, and Peng Fei Hu. "Finite Element Analysis of Yield Mechanism of Cave-Cutting around RC Frame Joint for “Strong Column and Weak Beam”." Applied Mechanics and Materials 488-489 (January 2014): 652–56. http://dx.doi.org/10.4028/www.scientific.net/amm.488-489.652.

Full text

Abstract:

Under the influence of floor, the reinforced concrete frames have never realized the yield mechanism of strong column and weak beam which is a seismic design principle. To study the influence of realizing such yield mechanism because of floor with opening, its necessary to establish two frame models that one is with common floor and the other is floor with opening around the joints whose size is 600mm×600mm by the ANSYS that is finite element software. Moreover, these models apply the seismic loads and carry out the time history analysis. The results show that the frames stiffness has been wea

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!