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Статті в журналах з теми "Concrete-filled steel tubular slender beam-columns"
PATEL, VIPULKUMAR ISHVARBHAI, QING QUAN LIANG, and MUHAMMAD N. S. HADI. "NUMERICAL ANALYSIS OF CIRCULAR CONCRETE-FILLED STEEL TUBULAR SLENDER BEAM-COLUMNS WITH PRELOAD EFFECTS." International Journal of Structural Stability and Dynamics 13, no. 03 (April 2013): 1250065. http://dx.doi.org/10.1142/s0219455412500654.
Повний текст джерелаAhmed, Mizan, Qing Quan Liang, and Ahmed Hamoda. "Fiber element modeling of circular double-skin concrete-filled stainless-carbon steel tubular columns under axial load and bending." Advances in Structural Engineering 25, no. 5 (January 10, 2022): 1114–35. http://dx.doi.org/10.1177/13694332211065187.
Повний текст джерелаTSUDA, Keigo, Chiaki MATSUI, and Takashi FUJINAGA. "SIMPLIFIED DESIGN FORMULA OF SLENDER CONCRETE FILLED STEEL TUBULAR BEAM-COLUMNS." Journal of Structural and Construction Engineering (Transactions of AIJ) 64, no. 518 (1999): 141–46. http://dx.doi.org/10.3130/aijs.64.141_2.
Повний текст джерелаChung, Jinan, Chiaki Matsui, and Keigo Tsuda. "Simplified design formula of slender concrete filled steel tubular beam-columns." Structural Engineering and Mechanics 12, no. 1 (July 25, 2001): 71–84. http://dx.doi.org/10.12989/sem.2001.12.1.071.
Повний текст джерелаBembade, Nikhil S., and S. N. Tande. "Assessment of Concrete Filled Steel Tubular Members: An Experimental Review." IOP Conference Series: Materials Science and Engineering 1197, no. 1 (November 1, 2021): 012026. http://dx.doi.org/10.1088/1757-899x/1197/1/012026.
Повний текст джерелаMATSUI, Chiaki, Keigo TSUDA, Isao OZAKI, and Yasuo ISHIBASHI. "STRENGTH OF SLENDER CONCRETE FILLED STEEL TUBULAR COLUMNS." Journal of Structural and Construction Engineering (Transactions of AIJ) 62, no. 494 (1997): 137–44. http://dx.doi.org/10.3130/aijs.62.137_1.
Повний текст джерелаGuan, Ping, and Lan Xiang Chen. "Mechanical Behaviors of Slender Steel Tubular Columns Filled with Steel-Reinforced High-Strength Concrete." Advanced Materials Research 1089 (January 2015): 235–38. http://dx.doi.org/10.4028/www.scientific.net/amr.1089.235.
Повний текст джерелаLi, Wei Wei, and Hui Feng Zhang. "Slenderness Sensitivity Analysis of Thin-Walled Square Steel Tubular Columns Filled with Demolished Concrete Lumps." Advanced Materials Research 1163 (April 2021): 158–73. http://dx.doi.org/10.4028/www.scientific.net/amr.1163.158.
Повний текст джерелаSant'anna, Matheus Sarcedo, Armando Lopes Moreno Jr, and Kleber Aparecido Gomide. "Slender Mixed Concrete Filled Steel Columns, in Fire Condition." Advanced Materials Research 875-877 (February 2014): 490–95. http://dx.doi.org/10.4028/www.scientific.net/amr.875-877.490.
Повний текст джерелаTSUDA, Keigo, Chiaki MATSUI, and Yasuo ISHIBASHI. "DESIGN FORMULA OF SLENDER CONCRETE FILLED STEEL TUBULAR COLUMNS." Journal of Structural and Construction Engineering (Transactions of AIJ) 62, no. 496 (1997): 119–26. http://dx.doi.org/10.3130/aijs.62.119_1.
Повний текст джерелаДисертації з теми "Concrete-filled steel tubular slender beam-columns"
Zhao, H., R. Wang, Dennis Lam, C.-C. Hou, and R. Zhang. "Behaviours of circular CFDST with stainless steel external tube: Slender columns and beams." Elsevier, 2020. http://hdl.handle.net/10454/18141.
Повний текст джерелаIn this work, experimental and numerical investigations were performed on the behaviours of circular concrete filled double steel tubular (CFDST) slender columns and beams, in which the external tube employed stainless steel tube. Eighteen specimens, 12 slender columns and 6 beams, were tested to obtain the failure patterns, load versus deflection relationships and strain developments of stainless steel tube. A finite element (FE) model was developed and verified by experimental results. The validated FE model was then employed to investigate the effects of key parameters, including hollow ratio, eccentric ratio and material strength, on the load-carrying capacity. The load distribution among the components and contact stress between steel tube and sandwiched concrete were also analyzed. Finally, the design methods for CFDST, hollow CFST and solid CFST members with carbon steel external tube respectively suggested by Han et al. (2018), Chinese GB 50936-2014 (2014) and AISC 360-16 (2016) were employed to evaluate their applicability for the circular CFDST slender columns and beams with stainless steel outer tube.
The authors gratefully acknowledge the Shanxi Province Outstanding Youth Fund (No. 201701D211006) and the National Natural Science Foundation (No. 51838008).
The full-text of this article will be released for public view at the end of the publisher embargo on 9th Nov 2021.
Chao, Min, of Western Sydney Hawkesbury University, Faculty of Science and Technology, and School of Construction and Building Sciences. "The design and behaviour of concrete filled steel tubular beam-columns." THESIS_FST_CBS_Chao_M.xml, 2000. http://handle.uws.edu.au:8081/1959.7/92.
Повний текст джерелаDoctor of Philosophy (PhD)
Chao, Min. "The design and behaviour of concrete filled steel tubular beam-columns /." View thesis View thesis, 2000. http://library.uws.edu.au/adt-NUWS/public/adt-NUWS20030429.154344/index.html.
Повний текст джерелаPerea, Tiziano. "Analytical and experimental study on slender concrete-filled steel tube columns and beam-columns." Diss., Georgia Institute of Technology, 2010. http://hdl.handle.net/1853/37303.
Повний текст джерелаPatel, Vipulkumar Ishvarbhai. "Nonlinear inelastic analysis of concrete-filled steel tubular slender beam-columns." Thesis, 2013. https://vuir.vu.edu.au/22015/.
Повний текст джерелаWANG, WEI-JIE, and 王瑋傑. "A study on the ultimate strength design method for concrete encased steel beam-columns and concrete filled steel tubular beam-columns." Thesis, 1991. http://ndltd.ncl.edu.tw/handle/32151415847407261051.
Повний текст джерелаRen, Q.-X., L.-H. Han, Dennis Lam, and W. Li. "Tests on elliptical concrete filled steel tubular (CFST) beams and columns." 2014. http://hdl.handle.net/10454/10304.
Повний текст джерелаThis paper presents a series of test results of elliptical concrete filled steel tubular (CFST) beams and columns to explore their performance under bending and compression. A total of twenty-six specimens were tested, including eight beams under pure bending and eighteen columns under the combination of bending and compression. The main parameters were the shear span to depth ratio for beams, the slenderness ratio and the load eccentricity for columns. The test results showed that the CFST beams and columns with elliptical sections behaved in ductile manners and were similar to the CFST members with circular sections. Finally, simplified models for predicting the bending strength, the initial and serviceability-level section bending stiffness of the elliptical CFST beams, as well as the axial and eccentric compressive strength of the composite columns were discussed.
Yang, Jie, Therese Sheehan, Xianghe Dai, and Dennis Lam. "Structural behaviour of beam to concrete-filled elliptical steel tubular column connections." 2016. http://hdl.handle.net/10454/8941.
Повний текст джерелаElliptical Hollow Sections (EHSs) have been utilized in construction recently because of their visual appearance as well as the potential structural efficiency owing to the presence of the two principle axes. However, little information currently exists for the design of beam to elliptical column connections, which is an essential part of a building structure. Thus, to ensure the safe and economic application of EHSs, a new research project has been initiated. Rotation behaviour of simply bolted beam to concrete-filled elliptical steel column connections was investigated experimentally. Various joint types were considered and the benefits of adopting core concrete and stiffeners were highlighted. This paper covers the experimental studies and simulation of the connections using the ABAQUS standard solver. Comparisons of failure modes and moment vs. rotation relationships of the connections between numerical and experimental results were given. Good agreement has been obtained and the developed finite element model was therefore adopted to conduct a preliminary parametric study to explore the effect of critical parameters on the structural behaviour of beam to concrete-filled elliptical column connections.
Yang, Jie, Therese Sheehan, Xianghe Dai, and Dennis Lam. "Experimental study of beam to concrete-filled elliptical steel tubular column connections." 2015. http://hdl.handle.net/10454/10053.
Повний текст джерелаThis paper investigated the rotation behaviour of simply bolted I-beam to concrete-filled elliptical steel tubular (CFEST) column connections experimentally. Ten different joint assemblies were tested to failure, with a constant axial compressive load applied to the column and upwards concentrated loads at the beam ends. All of the steel tubes were hot-finished and had a cross-sectional aspect ratio of 2. The orientation of the column and the arrangement of the stiffening plates were taken into consideration. Moment versus rotation relationships and failure modes were compared for each joint, highlighting the benefits of using core concrete and stiffeners in these connections.
Книги з теми "Concrete-filled steel tubular slender beam-columns"
Al-Rawdan, Abdel-Kareem. Steel beam connections to concrete-filled tubular columns. Manchester: University of Manchester, 1996.
Знайти повний текст джерелаЧастини книг з теми "Concrete-filled steel tubular slender beam-columns"
Patel, Vipulkumar Ishvarbhai, Qing Quan Liang, and Muhammad N. S. Hadi. "Nonlinear analysis of circular CFSST slender columns." In Concrete-Filled Stainless Steel Tubular Columns, 61–93. Boca Raton: Taylor & Francis, CRC Press, [2019]: CRC Press, 2018. http://dx.doi.org/10.1201/9781351005708-3.
Повний текст джерелаPatel, Vipulkumar Ishvarbhai, Qing Quan Liang, and Muhammad N. S. Hadi. "Nonlinear analysis of rectangular CFSST slender columns." In Concrete-Filled Stainless Steel Tubular Columns, 95–124. Boca Raton: Taylor & Francis, CRC Press, [2019]: CRC Press, 2018. http://dx.doi.org/10.1201/9781351005708-4.
Повний текст джерелаLi, L. "Stable Limit Axial Load Ratios of Concrete Filled Steel Tubular Beam-Columns Under Varying Axial Loads." In Lecture Notes in Civil Engineering, 1701–12. Singapore: Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-8079-6_157.
Повний текст джерелаEspinós, A., M. Romero, E. Serra, V. Albero, and A. Hospitaler. "Fire performance of innovative slender concrete filled steel tubular columns." In Tubular Structures XV, 197–202. CRC Press, 2015. http://dx.doi.org/10.1201/b18410-32.
Повний текст джерелаFu, Zhong-qiu, Bo-hai Ji, Lei Lv, and Wen-jie Zhou. "BEHAVIOR OF LIGHTWEIGHT AGGREGATE CONCRETE FILLED STEEL TUBULAR SLENDER COLUMNS UNDER AXIAL COMPRESSION." In Volume 7 Number 2, 144–56. The Hong Kong Institute of Steel Construction, 2011. http://dx.doi.org/10.18057/ijasc.2011.7.2.2.
Повний текст джерелаChen, Lanxiang, Xiurong Yang, and Li Song. "Research on bearing capacity of slender steel tubular columns filled with steel-reinforced high-strength concrete." In Advances in Energy Equipment Science and Engineering, 2227–30. CRC Press, 2015. http://dx.doi.org/10.1201/b19126-429.
Повний текст джерелаGong, Bing, and Changji Gong. "The FEM Analysis of the Double Beam Joint of the Concrete Filled Steel Tubular Columns." In Advances in Steel Structures (ICASS '96), 379–84. Elsevier, 1996. http://dx.doi.org/10.1016/b978-008042830-7/50060-7.
Повний текст джерелаHan, Lin-Hai, and Xiao-Ling Zhao. "Fire resistance of concrete filled steel tubular beam-columns in China-state of the art." In Structural Failure and Plasticity, 659–64. Elsevier, 2000. http://dx.doi.org/10.1016/b978-008043875-7/50235-5.
Повний текст джерелаТези доповідей конференцій з теми "Concrete-filled steel tubular slender beam-columns"
Ibáñez, Carmen, Luke Bisby, David Rush, Manuel L. Romero, and Antonio Hospitaler. "Analysis of concrete-filled steel tubular columns after fire exposure." In 12th international conference on ‘Advances in Steel-Concrete Composite Structures’ - ASCCS 2018. Valencia: Universitat Politècnica València, 2018. http://dx.doi.org/10.4995/asccs2018.2018.7193.
Повний текст джерелаTao, Zhong, Utsab Katwal, Kamrul Hassan, and Wen-Da Wang. "Simplified numerical modelling of rectangular concrete-filled steel columns, beams and beam-columns." In 12th international conference on ‘Advances in Steel-Concrete Composite Structures’ - ASCCS 2018. Valencia: Universitat Politècnica València, 2018. http://dx.doi.org/10.4995/asccs2018.2018.6949.
Повний текст джерелаIshvarbhai Patel, Vipulkumar, Qing Quan Liang, and Muhammad N. S. Hadi. "Nonlinear Inelastic Behavior of Circular Concrete-Filled Steel Tubular Slender Beam-Columns with Preload Effects." In 10th International Conference on Advances in Steel Concrete Composite and Hybrid Structures. Singapore: Research Publishing Services, 2012. http://dx.doi.org/10.3850/978-981-07-2615-7_115.
Повний текст джерелаEspinós, Ana, Vicente Albero, Manuel L. Romero, Maximilian Mund, Inka Kleiboemer, Patrick Meyer, and Peter Schaumann. "Numerical investigation on slender concrete-filled steel tubular columns subjected to biaxial bending." In 12th international conference on ‘Advances in Steel-Concrete Composite Structures’ - ASCCS 2018. Valencia: Universitat Politècnica València, 2018. http://dx.doi.org/10.4995/asccs2018.2018.7177.
Повний текст джерелаQuan Liang, Qing, Vipulkumar Ishvarbhai Patel, and Muhammad N. S. Hadi. "Nonlinear Analysis of Biaxially Loaded High Strength Rectangular Concrete-Filled Steel Tubular Slender Beam-Columns,Part 1: Theory." In 10th International Conference on Advances in Steel Concrete Composite and Hybrid Structures. Singapore: Research Publishing Services, 2012. http://dx.doi.org/10.3850/978-981-07-2615-7_116.
Повний текст джерелаIshvarbhai Patel, Vipulkumar, Qing Quan Liang, and Muhammad N. S. Hadi. "Nonlinear Analysis of Biaxially Loaded High Strength Rectangular Concrete-Filled Steel Tubular Slender Beam-Columns,Part II: Applications." In 10th International Conference on Advances in Steel Concrete Composite and Hybrid Structures. Singapore: Research Publishing Services, 2012. http://dx.doi.org/10.3850/978-981-07-2615-7_117.
Повний текст джерелаG. C., Li, and Shu Z. "Finite Element Analysis of Hysteretic Behaviour of Gangue Concrete-Filled Steel Tubular Beam-Columns." In 4th International Conference on Steel & Composite Structures. Singapore: Research Publishing Services, 2010. http://dx.doi.org/10.3850/978-981-08-6218-3_cc-we021.
Повний текст джерелаLin-Hai, Han. "Fire Resistance of Concrete Filled Steel Tubular Beam-Columns in China-State of the Art." In Composite Construction in Steel and Concrete IV Conference 2000. Reston, VA: American Society of Civil Engineers, 2002. http://dx.doi.org/10.1061/40616(281)69.
Повний текст джерелаЗвіти організацій з теми "Concrete-filled steel tubular slender beam-columns"
NUMERICAL INVESTIGATION ON CYCLIC BEHAVIOR OF RING-BEAM CONNECTION TO GANGUE CONCRETE FILLED STEEL TUBULAR COLUMNS. The Hong Kong Institute of Steel Construction, December 2021. http://dx.doi.org/10.18057/ijasc.2021.17.4.7.
Повний текст джерелаEXPERIMENTAL AND NUMERICAL INVESTIGATION ON SEISMIC PERFORMANCE OF RING-BEAM CONNECTION TO GANGUE CONCRETE FILLED STEEL TUBULAR COLUMNS. The Hong Kong Institute of Steel Construction, March 2022. http://dx.doi.org/10.18057/ijasc.2022.18.1.9.
Повний текст джерелаPARAMETRIC STUDIES ON THE MOMENT RESISTANT BEAMCOLUMN CONNECTION BEHAVIOR OF CONCRETE FILLED DOUBLE STEEL TUBULAR COLUMNS AND I STEEL BEAMS. The Hong Kong Institute of Steel Construction, August 2022. http://dx.doi.org/10.18057/icass2020.p.284.
Повний текст джерелаSTRESS RESPONSE AND INITIAL STIFFNESS OF SIDE PLATE CONNECTIONS TO WCFT COLUMNS. The Hong Kong Institute of Steel Construction, September 2021. http://dx.doi.org/10.18057/ijasc.2021.17.3.9.
Повний текст джерелаAXIAL COMPRESSION BEHAVIOR OF SQUARE THIN-WALLED CFST COLUMN TO RC BEAM JOINTS. The Hong Kong Institute of Steel Construction, August 2022. http://dx.doi.org/10.18057/icass2020.p.288.
Повний текст джерела