Artykuły w czasopismach na temat „Tubular steel structures”
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Tsuda, K. "Concrete Filled Steel Tubular Structures". Concrete Journal 52, nr 1 (2014): 65–70. http://dx.doi.org/10.3151/coj.52.65.
Pełny tekst źródłaSonsino, C. M., i R. Umbach. "Hybrid Design Concept Using High-Strength Cast Steel Inserts for Tubular Joints of Offshore Structures". Journal of Offshore Mechanics and Arctic Engineering 120, nr 1 (1.02.1998): 10–19. http://dx.doi.org/10.1115/1.2829513.
Pełny tekst źródłaRasmussen, Kim J. R. "Recent research on stainless steel tubular structures". Journal of Constructional Steel Research 54, nr 1 (kwiecień 2000): 75–88. http://dx.doi.org/10.1016/s0143-974x(99)00052-8.
Pełny tekst źródłaKam, T. Y. "Nonlinear analysis of tubular steel framed structures". Computers & Structures 31, nr 3 (styczeń 1989): 445–52. http://dx.doi.org/10.1016/0045-7949(89)90392-1.
Pełny tekst źródłaWang, Zhong Quan, Xiao Qun Luo, Jiang Min Hu i Zong Lin Yang. "Integrated CAD/CAM Software for Steel Tubular Truss Structures". Advanced Materials Research 139-141 (październik 2010): 1117–21. http://dx.doi.org/10.4028/www.scientific.net/amr.139-141.1117.
Pełny tekst źródłaBoukhalkhal, Said Hicham, Abd Nacer Touati Ihaddoudène, Luis Filipe Da Costa Neves i Wafa Madi. "Dynamic behavior of concrete filled steel tubular columns". International Journal of Structural Integrity 10, nr 2 (8.04.2019): 244–64. http://dx.doi.org/10.1108/ijsi-07-2018-0040.
Pełny tekst źródłaWang, Libin, Hui Jin, Haiwei Dong i Jing Li. "Balance Fatigue Design of Cast Steel Nodes in Tubular Steel Structures". Scientific World Journal 2013 (2013): 1–10. http://dx.doi.org/10.1155/2013/421410.
Pełny tekst źródłaLiu, Yang-bing, Ping-ping Cui i Fang Chen. "On Factors behind the Reasonable Failure Mode of Concrete-Filled Circular Steel Tubular Composite Frame". Advances in Materials Science and Engineering 2021 (22.12.2021): 1–10. http://dx.doi.org/10.1155/2021/3027640.
Pełny tekst źródłaFeng, Xiong, Sashi K. Kunnath i Liu Haowu. "Seismic behavior of concrete filled steel tubular arch structures". Earthquake Engineering and Engineering Vibration 4, nr 1 (czerwiec 2005): 107–15. http://dx.doi.org/10.1007/s11803-005-0029-4.
Pełny tekst źródłaRaghava, G., A. G. M. Rao i D. S. R. Murthy. "Behavior of Unstiffened and Stiffened Steel Tubular T-Joints". Journal of Offshore Mechanics and Arctic Engineering 111, nr 1 (1.02.1989): 56–60. http://dx.doi.org/10.1115/1.3257139.
Pełny tekst źródłaWang, Fan, i Xiao Rong Pan. "Excel Programming and Application for Concrete Filled Steel Tubular Structures". Applied Mechanics and Materials 166-169 (maj 2012): 756–63. http://dx.doi.org/10.4028/www.scientific.net/amm.166-169.756.
Pełny tekst źródłaŠaraškinas, Viačeslavas, i Balys Valiūnas. "TESTING AND CALCULATING THREE‐HINGE SUSPENSION STRUCTURES OF HOLLOW CONCRETE‐FILLED STEEL TUBULAR MEMBERS". Technological and Economic Development of Economy 13, nr 2 (30.06.2007): 153–58. http://dx.doi.org/10.3846/13928619.2007.9637791.
Pełny tekst źródłaHuang, Fuyun, Yulong Cui, Rui Dong, Jiangang Wei i Baochun Chen. "Evaluation on ultimate load-carrying capacity of concrete-filled steel tubular arch structure with preload". Advances in Structural Engineering 22, nr 13 (29.05.2019): 2755–70. http://dx.doi.org/10.1177/1369433219850091.
Pełny tekst źródłaYuan, Fang, Hong Huang i Mengcheng Chen. "Behaviour of square concrete-filled stiffened steel tubular stub columns under axial compression". Advances in Structural Engineering 22, nr 8 (8.02.2019): 1878–94. http://dx.doi.org/10.1177/1369433218819584.
Pełny tekst źródłaLanzerath, Horst, i Markus Tuerk. "Lightweight Potential of Ultra High Strength Steel Tubular Body Structures". SAE International Journal of Materials and Manufacturing 8, nr 3 (14.04.2015): 813–22. http://dx.doi.org/10.4271/2015-01-0570.
Pełny tekst źródłaYoda, K., i J. Jeon. "Technological Development of Concrete for Concrete Filled Steel Tubular Structures". Concrete Journal 54, nr 5 (2016): 559–64. http://dx.doi.org/10.3151/coj.54.5_559.
Pełny tekst źródłaDicleli, M. "Computer-aided optimum design of steel tubular telescopic pole structures". Computers & Structures 62, nr 6 (marzec 1997): 961–73. http://dx.doi.org/10.1016/s0045-7949(96)00298-2.
Pełny tekst źródłaHaldimann-Sturm, S. C., i A. Nussbaumer. "Fatigue design of cast steel nodes in tubular bridge structures". International Journal of Fatigue 30, nr 3 (marzec 2008): 528–37. http://dx.doi.org/10.1016/j.ijfatigue.2007.03.007.
Pełny tekst źródłaMoisa, Raul, Tiberiu Medgyesi, Liviu Bereteu, Gheorghe Drăgănescu, Dorin Simoiu i Marcela Sava. "Vibration Tests for Determination of Longitudinal Elasticity Modulus and Shear Modulus of some Structures Welded with Tubular Wire". Applied Mechanics and Materials 430 (wrzesień 2013): 101–7. http://dx.doi.org/10.4028/www.scientific.net/amm.430.101.
Pełny tekst źródłaFlaga, Kazimierz, i Kazimierz Furtak. "Examples of Solutions for Steel-Concrete Composite Structures in Bridge Engineering / Przykłady Konstrukcji Zespolonych W Budownictwie Mostowym". Civil And Environmental Engineering Reports 16, nr 1 (1.03.2015): 51–68. http://dx.doi.org/10.1515/ceer-2015-0004.
Pełny tekst źródłaLi, Jun-Tao, Zong-Ping Chen, Jin-Jun Xu, Cheng-Gui Jing i Jian-Yang Xue. "Cyclic behavior of concrete-filled steel tubular column–reinforced concrete beam frames incorporating 100% recycled concrete aggregates". Advances in Structural Engineering 21, nr 12 (7.02.2018): 1802–14. http://dx.doi.org/10.1177/1369433218755521.
Pełny tekst źródłaLiu, Jing Bo, i Xue Li. "Realization of Strong Column-Weak Beam Failure Mode for Concrete-Filled Square Steel Tubular Frame Structure". Advanced Materials Research 446-449 (styczeń 2012): 424–28. http://dx.doi.org/10.4028/www.scientific.net/amr.446-449.424.
Pełny tekst źródłaYU, MIN, XIAOXIONG ZHA, JIANQIAO YE i YI Li. "FIRE RESPONSES AND RESISTANCE OF CONCRETE-FILLED STEEL TUBULAR FRAME STRUCTURES". International Journal of Structural Stability and Dynamics 10, nr 02 (czerwiec 2010): 253–71. http://dx.doi.org/10.1142/s0219455410003452.
Pełny tekst źródłaJia, Yu Zhuo, i Chuan Hui Zhang. "The Pole Design of 500kV Centrifugal Concrete Filled Thin-Wall Steel Tubular Structures". Applied Mechanics and Materials 680 (październik 2014): 175–78. http://dx.doi.org/10.4028/www.scientific.net/amm.680.175.
Pełny tekst źródłaGong, Jing, Jia Li, Yue Tang i Yuan Miao. "Summary of Performance and the Application of the Concrete Filled Steel Tubular Structures". Advanced Materials Research 834-836 (październik 2013): 693–96. http://dx.doi.org/10.4028/www.scientific.net/amr.834-836.693.
Pełny tekst źródłaXie, Li, Mengcheng Chen, Wei Sun, Fang Yuan i Hong Huang. "Behaviour of concrete-filled steel tubular members under pure bending and acid rain attack: Test simulation". Advances in Structural Engineering 22, nr 1 (27.06.2018): 240–53. http://dx.doi.org/10.1177/1369433218783323.
Pełny tekst źródłaCruz, Magnus G. H., i Alexandre Viecelli. "A methodology for replacement of conventional steel by microalloyed steel in bus tubular structures". Materials & Design 29, nr 2 (styczeń 2008): 539–45. http://dx.doi.org/10.1016/j.matdes.2006.12.010.
Pełny tekst źródłaAhn, Jin-Hee, Seok-Hyeon Jeon, Young-Soo Jeong, Kwang-Il Cho i Jungwon Huh. "Evaluation of Residual Compressive Strength and Behavior of Corrosion-Damaged Carbon Steel Tubular Members". Materials 11, nr 7 (20.07.2018): 1254. http://dx.doi.org/10.3390/ma11071254.
Pełny tekst źródłaPacker, Jeffrey A., i John S. M. Kremer. "A reliability assessment of tubular joint specifications". Canadian Journal of Civil Engineering 15, nr 2 (1.04.1988): 167–75. http://dx.doi.org/10.1139/l88-023.
Pełny tekst źródłaHu, Xiao Guang, Jing Bo Yang i Mao Hua Li. "Research on Rib Stiffener Distribution and Ultimate Strength of Steel Tubular Tower’s K-Joint". Advanced Materials Research 1078 (grudzień 2014): 166–70. http://dx.doi.org/10.4028/www.scientific.net/amr.1078.166.
Pełny tekst źródłaZhu, Zheng Hao, Wen Feng Du, Zhi Fei Sun i Li Ming Zhu. "The Bionic Optimization and Analysis and Calculation of the Cast-Steel Joint with Three Branches". Applied Mechanics and Materials 548-549 (kwiecień 2014): 1618–22. http://dx.doi.org/10.4028/www.scientific.net/amm.548-549.1618.
Pełny tekst źródłaBlaževičius, Žygimantas. "ON THE ADAPTABILITY OF CONCRETE‐FILLED STEEL TUBULAR COLUMNS IN THE LIGHT OF THE POST‐FIRE TESTING RESULTS". Technological and Economic Development of Economy 13, nr 2 (30.06.2007): 100–108. http://dx.doi.org/10.3846/13928619.2007.9637783.
Pełny tekst źródłaDalcin, Rafael Luciano, Ivan Guerra Machado, Arnaldo Ruben Gonzalez i Cintia Cristiane Petry Mazzaferro. "Bending Strength of Welded Joints in TMCP Steel Square Tubular Profiles “T” Connexions". International Journal of Engineering & Technology 5, nr 3 (2.07.2016): 70. http://dx.doi.org/10.14419/ijet.v5i3.6195.
Pełny tekst źródłaYamane, Makoto, Kimiharu Tanaka, Baku Matsuda, Masahiko Fujikubo, Daisuke Yanagihara i Naoki Iwao. "Evaluation of the LCC of tubular steel structures in marine environments". Journal of the Japan Society of Naval Architects and Ocean Engineers 4 (2006): 229–37. http://dx.doi.org/10.2534/jjasnaoe.4.229.
Pełny tekst źródłaZhang, Yufen, i Zhijun Zhou. "Beam-column connections of concrete-filled double steel tubular frame structures". Structural Design of Tall and Special Buildings 28, nr 5 (15.01.2019): e1592. http://dx.doi.org/10.1002/tal.1592.
Pełny tekst źródłaLiu, Yu-Fei, Xiao-Gang Liu, Jian-Sheng Fan, B. F. Spencer, Xiao-Chen Wei, Si-Yu Kong i Xiao-Hua Guo. "Refined safety assessment of steel grid structures with crooked tubular members". Automation in Construction 99 (marzec 2019): 249–64. http://dx.doi.org/10.1016/j.autcon.2018.11.027.
Pełny tekst źródłaKanyilmaz, Alper, i Filippo Berto. "Robustness‐oriented topology optimization for steel tubular joints mimicking bamboo structures". Material Design & Processing Communications 1, nr 1 (luty 2019): e43. http://dx.doi.org/10.1002/mdp2.43.
Pełny tekst źródłaNiu, Jian Hui, Ping Zhu i Yong Jin Guo. "Crush Performance of Top-Hat Tubular Structures Considering Different Forming Conditions". Advanced Materials Research 139-141 (październik 2010): 571–75. http://dx.doi.org/10.4028/www.scientific.net/amr.139-141.571.
Pełny tekst źródłaSun, Wen Bo, Tao Hu i Wei Huang. "Research on Rigidity of Circular Tubular ZYY-Joint in Single Fold Surface of Multi-Planar Steel Structure of 26th Universaide Shenzhen 2011". Advanced Materials Research 255-260 (maj 2011): 421–27. http://dx.doi.org/10.4028/www.scientific.net/amr.255-260.421.
Pełny tekst źródłaRamachandra Murthy, D. S., P. Gandhi i G. Raghava. "Fatigue Life of Cathodically Protected Tubular Joints of Offshore Structures". Journal of Offshore Mechanics and Arctic Engineering 120, nr 4 (1.11.1998): 232–36. http://dx.doi.org/10.1115/1.2829545.
Pełny tekst źródłaDisha, J., i K. Gourav. "A Collateral study on Optimization of Pre-Engineered building with Tubular sectional connection". IOP Conference Series: Earth and Environmental Science 1130, nr 1 (1.01.2023): 012028. http://dx.doi.org/10.1088/1755-1315/1130/1/012028.
Pełny tekst źródłaSant'anna, Matheus Sarcedo, Armando Lopes Moreno Jr i Kleber Aparecido Gomide. "Slender Mixed Concrete Filled Steel Columns, in Fire Condition". Advanced Materials Research 875-877 (luty 2014): 490–95. http://dx.doi.org/10.4028/www.scientific.net/amr.875-877.490.
Pełny tekst źródłaBaleh, R., i A. Abdul-Latif. "Quasi-Static Biaxial Plastic Buckling of Tubular Structures Used as an Energy Absorber". Journal of Applied Mechanics 74, nr 4 (24.05.2006): 628–35. http://dx.doi.org/10.1115/1.2424470.
Pełny tekst źródłaPark, Young IL, Jin-Seong Cho i Jeong-Hwan Kim. "Numerical and Experimental Investigation of Quasi-Static Crushing Behaviors of Steel Tubular Structures". Materials 15, nr 6 (12.03.2022): 2107. http://dx.doi.org/10.3390/ma15062107.
Pełny tekst źródłaLi, Guo Chang, Chen Fang i Hong Ping Yu. "Finite Analysis on Performance of Joint between Gangue Concrete Filled Steel Tubular Column with through Rebar and Gangue Concrete Beam under the Monotonic Loading". Applied Mechanics and Materials 204-208 (październik 2012): 3724–30. http://dx.doi.org/10.4028/www.scientific.net/amm.204-208.3724.
Pełny tekst źródłaXu, W., A. Z. Zhu i K. Gao. "Parameter Analysis on the Anti-Impact Behavior of Pcfst Columns under Lateral Impact Load". MATEC Web of Conferences 206 (2018): 01020. http://dx.doi.org/10.1051/matecconf/201820601020.
Pełny tekst źródłaZou, Zhong Quan, Xu Wang i Zhi Mei Wang. "Application of Ultrasonic Testing in Concrete Filled Steel Tubular Arch Bridge". Advanced Materials Research 639-640 (styczeń 2013): 1025–28. http://dx.doi.org/10.4028/www.scientific.net/amr.639-640.1025.
Pełny tekst źródłaDong, Chun Xiao, i Johnny Ching Ming Ho. "THEORETICAL MODEL FOR DOUBLE-SKINNED CONCRETE-FILLEDSTEEL-TUBULAR COLUMNS WITH EXTERNAL CONFINEMENT". Journal of Civil Engineering and Management 21, nr 5 (6.05.2015): 666–76. http://dx.doi.org/10.3846/13923730.2014.893913.
Pełny tekst źródłaChen, Xi. "Design and Use of the Joint between Concrete-Filled Square Steel Tubular Special-Shaped Columns and Steel Beams". Key Engineering Materials 517 (czerwiec 2012): 870–74. http://dx.doi.org/10.4028/www.scientific.net/kem.517.870.
Pełny tekst źródłaTan, Qinghua, Leroy Gardner i Linhai Han. "Performance of Steel-Reinforced Concrete-Filled Stainless Steel Tubular Columns at Elevated Temperature". International Journal of Structural Stability and Dynamics 19, nr 01 (20.12.2018): 1940002. http://dx.doi.org/10.1142/s0219455419400029.
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