Artykuły w czasopismach na temat „Buckling capacity”
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Wang, Ting Ting, i Lian Chun Long. "The Effect of Opening on Elastic Buckling of Plates Subjected to Unidirectional Compression Load". Applied Mechanics and Materials 574 (lipiec 2014): 127–32. http://dx.doi.org/10.4028/www.scientific.net/amm.574.127.
Pełny tekst źródłaYing, Wudang, Changgen Deng i Chenhui Zhang. "Static Behaviors and Applications of Buckling Monitoring Members with Rigid Ends". Processes 9, nr 5 (10.05.2021): 836. http://dx.doi.org/10.3390/pr9050836.
Pełny tekst źródłaWong, Sui Kieng, Nabilah Abu Bakar, Nor Azizi Safiee i Noor Azline Mohd. Nasir. "PARAMETRIC STUDY IN SHEAR BUCKLING CAPACITY OF SINUSOIDAL CORRUGATED STEEL WEB". ASEAN Engineering Journal 12, nr 3 (31.08.2022): 89–93. http://dx.doi.org/10.11113/aej.v12.17181.
Pełny tekst źródłaVecchi, Francesca, i Beatrice Belletti. "Capacity Assessment of Existing RC Columns". Buildings 11, nr 4 (14.04.2021): 161. http://dx.doi.org/10.3390/buildings11040161.
Pełny tekst źródłaMa, Qing, Jin Song Lei i Wen Zhi Yin. "Buckling Analysis of Double-Limb Lipped Channel Section Member under Axial Load". Advanced Materials Research 243-249 (maj 2011): 268–73. http://dx.doi.org/10.4028/www.scientific.net/amr.243-249.268.
Pełny tekst źródłaWANG, Q., i J. G. CHASE. "BUCKLING ANALYSIS OF CRACKED COLUMN STRUCTURES AND PIEZOELECTRIC-BASED REPAIR AND ENHANCEMENT OF AXIAL LOAD CAPACITY". International Journal of Structural Stability and Dynamics 03, nr 01 (marzec 2003): 17–33. http://dx.doi.org/10.1142/s0219455403000793.
Pełny tekst źródłaKwon, Young Bong, Jin Hwan Cheung, Byung Seung Kong, Hwan Woo Lee i Kwang Kyu Choi. "Flexural Tests on the H-Section Simple Beams with Local Buckling". Applied Mechanics and Materials 105-107 (wrzesień 2011): 1677–80. http://dx.doi.org/10.4028/www.scientific.net/amm.105-107.1677.
Pełny tekst źródłaLi, Bai Jian, Liang Sheng Zhu i Xin Sha Fu. "Theoretical Analysis for Local Buckling of Corrugated Steel Plate". E3S Web of Conferences 38 (2018): 03002. http://dx.doi.org/10.1051/e3sconf/20183803002.
Pełny tekst źródłaManuylov, Gaik, Sergey Kosytsyn i Irina Grudtsyna. "INFLUENCE OF BUCKLING FORMS INTERACTION ON STIFFENED PLATE BEARING CAPACITY". International Journal for Computational Civil and Structural Engineering 16, nr 2 (26.06.2020): 83–93. http://dx.doi.org/10.22337/2587-9618-2020-16-2-83-93.
Pełny tekst źródłaRameshbabu, C., i S. Prabavathy. "Simplified Design Equation for Web Tapered - I Sections Using Finite Element Modeling". Archives of Civil Engineering 64, nr 3 (1.09.2018): 57–66. http://dx.doi.org/10.2478/ace-2018-0029.
Pełny tekst źródłaPan, Li Cheng, i Deng Feng Wang. "Buckling of Thin-Walled Cylindrical Shells of Desulphurizing Tower under Wind Loading". Applied Mechanics and Materials 662 (październik 2014): 147–52. http://dx.doi.org/10.4028/www.scientific.net/amm.662.147.
Pełny tekst źródłaChu, Qi, Haiqing Liu, Shengyong Xia, Jinfeng Dong, Ming Lei, Tim K. T. Tse, Lingxiao Teng, Cruz Y. Li i Yunfei Fu. "Numerical and Experimental Study on the Member Performance and Stability Bearing Capacity of Wheel Coupler Formwork Supports". Applied Sciences 12, nr 20 (17.10.2022): 10452. http://dx.doi.org/10.3390/app122010452.
Pełny tekst źródłaLi, Shou-Chao, Yu-Chen Zhang, Le Chang, Chang-Yu Zhou i Xiao-Hua He. "Research on Buckling Load of Cylindrical Shell with an Inclined through Crack under External Pressure and Its Solution". Metals 13, nr 1 (15.01.2023): 174. http://dx.doi.org/10.3390/met13010174.
Pełny tekst źródłaLi, Qian, i Deng Feng Wang. "Influence of Cutout Position on Buckling of Large-Scale Thin-Walled Cylindrical Shell of Desulphurizing Tower with Welding Induced Imperfection under Wind Loading". Applied Mechanics and Materials 687-691 (listopad 2014): 68–72. http://dx.doi.org/10.4028/www.scientific.net/amm.687-691.68.
Pełny tekst źródłaKullashi, G., S. C. Siriwardane i M. A. Atteya. "Lateral torsional buckling capacity of corroded steel beams: A parametric study". IOP Conference Series: Materials Science and Engineering 1201, nr 1 (1.11.2021): 012038. http://dx.doi.org/10.1088/1757-899x/1201/1/012038.
Pełny tekst źródłaAHN, KWANG-HYUN, JIN-SUNG KIM i HOON HUH. "ENERGY ABSORPTION OF EXPANSION TUBE CONSIDERING LOCAL BUCKLING CHARACTERISTICS". International Journal of Modern Physics B 22, nr 31n32 (30.12.2008): 5993–99. http://dx.doi.org/10.1142/s0217979208051480.
Pełny tekst źródłaGarifullin, Marsel, Darya Trubina i Nikolai Vatin. "Local Buckling of Cold-Formed Steel Members with Edge Stiffened Holes". Applied Mechanics and Materials 725-726 (styczeń 2015): 697–702. http://dx.doi.org/10.4028/www.scientific.net/amm.725-726.697.
Pełny tekst źródłaIman, Miftahul, Bambang Suhendro, Henricus Priyosulistyo i Muslikh. "Experimental and numerical investigations on overall buckling of steel pipe truss with circular cutout on the compression element". MATEC Web of Conferences 258 (2019): 03013. http://dx.doi.org/10.1051/matecconf/201925803013.
Pełny tekst źródłaVirgin, Lawrence. "Simultaneous Buckling, Contact, and Load-Carrying Capacity". Journal of Engineering Mechanics 147, nr 5 (maj 2021): 04021023. http://dx.doi.org/10.1061/(asce)em.1943-7889.0001926.
Pełny tekst źródłaAndrews, Blake M., Larry A. Fahnestock i Junho Song. "Ductility capacity models for buckling-restrained braces". Journal of Constructional Steel Research 65, nr 8-9 (sierpień 2009): 1712–20. http://dx.doi.org/10.1016/j.jcsr.2009.02.007.
Pełny tekst źródłaSun, Wenbo, i Weixing Zhou. "Numerical Investigation of Instability of Complex Spatial Structures". Open Civil Engineering Journal 10, nr 1 (29.07.2016): 402–17. http://dx.doi.org/10.2174/1874149501610010402.
Pełny tekst źródłaZenzai, Seiya, Yuki Chikahiro i Shigeru Shimizu. "Estimation Equation for Horizontal Load Bearing Capacity of Circular PCFST with Diaphragm". Applied Sciences 12, nr 17 (31.08.2022): 8739. http://dx.doi.org/10.3390/app12178739.
Pełny tekst źródłaRichard, Michael J., i Kent A. Harries. "Experimental Buckling Capacity of Multiple-Culm Bamboo Columns". Key Engineering Materials 517 (czerwiec 2012): 51–62. http://dx.doi.org/10.4028/www.scientific.net/kem.517.51.
Pełny tekst źródłaLin, Pao Chun, Toru Takeuchi, Ryota Matsui i Ben Sitler. "Seismic Design of Buckling-Restrained Brace in Preventing Local Buckling Failure". Key Engineering Materials 763 (luty 2018): 875–83. http://dx.doi.org/10.4028/www.scientific.net/kem.763.875.
Pełny tekst źródłaMartin, A., S. F. Stiemer i P. Osterrieder. "Ultimate load capacity of square shear plates with circular perforations". Canadian Journal of Civil Engineering 15, nr 3 (1.06.1988): 470–76. http://dx.doi.org/10.1139/l88-063.
Pełny tekst źródłaBHETWAL, KRISHNA KUMAR, i SEISHI YAMADA. "EFFECTS OF CFRP REINFORCEMENTS ON THE BUCKLING BEHAVIOR OF THIN-WALLED STEEL CYLINDERS UNDER COMPRESSION". International Journal of Structural Stability and Dynamics 12, nr 01 (styczeń 2012): 131–51. http://dx.doi.org/10.1142/s0219455412004665.
Pełny tekst źródłaXiong, Xiao Li, Li Bin Jin i Hui Wang. "Design Capacity of T-Strut Subject to Compressive Force". Advanced Materials Research 163-167 (grudzień 2010): 550–56. http://dx.doi.org/10.4028/www.scientific.net/amr.163-167.550.
Pełny tekst źródłaSun, Weidong, Kang Li i Xinyu Niu. "An Experimental Study on Seismic Performance of Steel Truss Coupling Beams with Buckling-restrained Brace". Open Civil Engineering Journal 9, nr 1 (17.04.2015): 134–39. http://dx.doi.org/10.2174/1874149501509010134.
Pełny tekst źródłaYao, Xing You, Yuan Qi Li i Zu Yan Shen. "Load-Carrying Capacity Estimation Methods for Cold-Formed Steel Lipped Channel Member Using Effective Width Method". Advanced Materials Research 163-167 (grudzień 2010): 90–101. http://dx.doi.org/10.4028/www.scientific.net/amr.163-167.90.
Pełny tekst źródłaBelyy, G. I., i A. I. Garipov. "Post-limit bearing capacity of buckled steel structures frame elements". Вестник гражданских инженеров 19, nr 5 (2022): 5–19. http://dx.doi.org/10.23968/1999-5571-2022-19-5-5-19.
Pełny tekst źródłaCAI, JIANGUO, LEMING GU, YIXIANG XU, JIAN FENG i JIN ZHANG. "NONLINEAR STABILITY ANALYSIS OF HYBRID GRID SHELLS". International Journal of Structural Stability and Dynamics 13, nr 01 (luty 2013): 1350006. http://dx.doi.org/10.1142/s0219455413500065.
Pełny tekst źródłaBłażejewski, Paweł, i Jakub Marcinowski. "Buckling Capacity Curves for Steel Spherical Shells Loaded by the External Pressure". Civil And Environmental Engineering Reports 15, nr 4 (1.03.2015): 43–55. http://dx.doi.org/10.1515/ceer-2014-0034.
Pełny tekst źródłaTang, Ting Ting, i Jian Yao. "Comparison and Study on Calculation Methods of Cold-Formed Thin-Walled Lipped Channel Members’ Capacity about Distortional Buckling". Applied Mechanics and Materials 256-259 (grudzień 2012): 581–87. http://dx.doi.org/10.4028/www.scientific.net/amm.256-259.581.
Pełny tekst źródłaChen, Xiang Rong, Hai Long Yuan, Xing Chen i Zhen Wen Liu. "Study on Calculation Theory of Elastic Flexural-Torsional Buckling Bearing Capacity for Castellated Beams". Applied Mechanics and Materials 744-746 (marzec 2015): 1635–39. http://dx.doi.org/10.4028/www.scientific.net/amm.744-746.1635.
Pełny tekst źródłaWang, Chun Gang, Zi Feng Xu, Zhuang Nan Zhang i Yu Fei Cao. "Load-Carrying Capacity of Cold-Formed Steel Columns with Complicated Section under Eccentric Compression Loading". Advanced Materials Research 838-841 (listopad 2013): 601–4. http://dx.doi.org/10.4028/www.scientific.net/amr.838-841.601.
Pełny tekst źródłaVanarelli, Alex, i John W. Gillespie. "Response of thin flexible compression columns with self-reacting lateral constraint". Journal of Composite Materials 56, nr 7 (18.02.2022): 1107–22. http://dx.doi.org/10.1177/00219983211070094.
Pełny tekst źródłaDeepak, MS, i VM Shanthi. "Lateral-torsional buckling capacity of Hybrid Double-I-Box Beams: A numerical approach". Advances in Structural Engineering 22, nr 3 (22.08.2018): 641–55. http://dx.doi.org/10.1177/1369433218795601.
Pełny tekst źródłaSun, Bingcai, Duanzhu Ma, Lei Gao, Mingchuan He, Zengli Peng, Xin Li i Wenhua Wang. "Wind Buckling Analysis of a Large-Scale Open-Topped Steel Tank with Harmonic Settlement-Induced Imperfection". Buildings 12, nr 11 (14.11.2022): 1973. http://dx.doi.org/10.3390/buildings12111973.
Pełny tekst źródłaEl-Ghazaly, Hany A., i Archibald N. Sherbourne. "Plastic behaviour of unstiffened symmetrical beam-to-column flange connections". Canadian Journal of Civil Engineering 12, nr 4 (1.12.1985): 821–37. http://dx.doi.org/10.1139/l85-096.
Pełny tekst źródłaJiang, Zi-qin, Yan-lin Guo, Ai-Lin Zhang, Chao Dou i Cai-Xia Zhang. "Study on failure mechanism and end construction influences of double rectangular tube assembled buckling-restrained brace". Advances in Structural Engineering 20, nr 10 (1.12.2016): 1572–85. http://dx.doi.org/10.1177/1369433216682505.
Pełny tekst źródłaLi, Yinqi, Feng Liu i Wenming Cheng. "Influence of lacing bars on the buckling capacity of four-legged latticed columns considering geometric imperfections". Science Progress 104, nr 2 (kwiecień 2021): 003685042110259. http://dx.doi.org/10.1177/00368504211025905.
Pełny tekst źródłaWu, Guofang, Liangliang Huo, Yinlan Shen i Haiqing Ren. "The Effect of the Bearing Width on the Buckling Capacity of Partially Loaded CLT Member". Buildings 12, nr 1 (17.01.2022): 84. http://dx.doi.org/10.3390/buildings12010084.
Pełny tekst źródłaCao, Bao Zhu, Yao Chun Zhang i Yue Ming Zhao. "Experimental Research on Concrete Filled Thin-Walled Steel Tube Long Columns". Key Engineering Materials 400-402 (październik 2008): 551–57. http://dx.doi.org/10.4028/www.scientific.net/kem.400-402.551.
Pełny tekst źródłaCakiroglu, Celal, Kamrul Islam i Gebrail Bekdaş. "The effect of slenderness on the lateral-torsional buckling and ultimate shear capacity of plate girders". Challenge Journal of Structural Mechanics 6, nr 4 (20.12.2020): 183. http://dx.doi.org/10.20528/cjsmec.2020.04.003.
Pełny tekst źródłaShen, Ke-Chun, Zhao-Qi Yang, Lei-Lei Jiang i Guang Pan. "Buckling and Post-Buckling Behavior of Perfect/Perforated Composite Cylindrical Shells under Hydrostatic Pressure". Journal of Marine Science and Engineering 10, nr 2 (17.02.2022): 278. http://dx.doi.org/10.3390/jmse10020278.
Pełny tekst źródłaKarampour, Hassan, i Faris Albermani. "Interaction between Upheaval/Lateral and Propagation Buckling in Subsea Pipelines". Applied Mechanics and Materials 553 (maj 2014): 434–38. http://dx.doi.org/10.4028/www.scientific.net/amm.553.434.
Pełny tekst źródłaHuang, Bin, i Zhou Che Hong. "Interactive Buckling of Q420 Welded Circular Tubes under Axial Compression". Advances in Materials Science and Engineering 2020 (16.07.2020): 1–14. http://dx.doi.org/10.1155/2020/4028907.
Pełny tekst źródłaMacKay, Rainer J., i Ayman M. El Ansary. "Nonlinear buckling optimization technique to predict critical imperfection wavelength of combined liquid-filled steel conical tanks". Advances in Structural Engineering 22, nr 13 (26.05.2019): 2799–808. http://dx.doi.org/10.1177/1369433219852042.
Pełny tekst źródłaZhang, He, Kai Wu, Chao Xu, Lijian Ren i Feng Chen. "Buckling Analysis and Section Optimum for Square Thin-Wall CFST Columns Sealed by Self-Tapping Screws". Advances in Civil Engineering 2019 (15.01.2019): 1–14. http://dx.doi.org/10.1155/2019/2658757.
Pełny tekst źródłaBłażejewski, Paweł. "Development of a Procedure for the Determination of the Buckling Resistance of Steel Spherical Shells according to EC 1993-1-6". Materials 15, nr 1 (21.12.2021): 25. http://dx.doi.org/10.3390/ma15010025.
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