Artigos de revistas sobre o tema "Behavior of connectors"
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Zhang, Zhigang, e Xiaoqing Xu. "Static and Fatigue Behavior of Rubber-Sleeved Stud Shear Connectors as Part of Field-Cast Ultra-High Performance Concrete Connections". Materials 13, n.º 10 (14 de maio de 2020): 2269. http://dx.doi.org/10.3390/ma13102269.
Texto completo da fonteFarid, Boursas, e Djamel Boutagouga. "Parametric study of I-shaped shear connectors with different orientations in push-out test". Frattura ed Integrità Strutturale 15, n.º 57 (22 de junho de 2021): 24–39. http://dx.doi.org/10.3221/igf-esis.57.03.
Texto completo da fonteKocatas, Alper Tolga, e Ali Hikmet Dogru. "Enhancing UML Connectors with Behavioral ALF Specifications for Exogenous Coordination of Software Components". Applied Sciences 13, n.º 1 (3 de janeiro de 2023): 643. http://dx.doi.org/10.3390/app13010643.
Texto completo da fonteLarrañaga Rubio, Sherley, e Maritzabel Molina Herrera. "Grade-two resistance screw shear connector behavior for a 28 MPa concrete section". Ingeniería e Investigación 27, n.º 2 (1 de maio de 2007): 18–25. http://dx.doi.org/10.15446/ing.investig.v27n2.14825.
Texto completo da fonteChen, Dong, Kuaikuai Li, Zhiyang Yuan, Baoquan Cheng e Xing Kang. "Shear Behavior of FRP Connectors in Precast Sandwich Insulation Wall Panels". Buildings 12, n.º 8 (26 de julho de 2022): 1095. http://dx.doi.org/10.3390/buildings12081095.
Texto completo da fonteXue, Guofeng, Wei Bao, Jin Jiang e Yongsong Shao. "Hysteretic Behavior of Beam-to-Column Joints with Cast Steel Connectors". Shock and Vibration 2019 (29 de novembro de 2019): 1–20. http://dx.doi.org/10.1155/2019/9802672.
Texto completo da fonteLiu, Xia, Xin Wang, Tan Yang e Zhishen Wu. "The Shear Behavior of Insulated Precast Concrete Sandwich Panels Reinforced with BFRP". Buildings 12, n.º 9 (30 de agosto de 2022): 1326. http://dx.doi.org/10.3390/buildings12091326.
Texto completo da fonteGuo, Jiangran, Qingxuan Shi, Ge Ma e Tengfei Li. "Shear Behavior of Superposed Perfobond Connectors Considering Lateral Constraints". Applied Sciences 12, n.º 6 (20 de março de 2022): 3162. http://dx.doi.org/10.3390/app12063162.
Texto completo da fonteWang, Xizhi, Yuqing Liu e Yangqing Liu. "Experimental study on shear behavior of notched long-hole perfobond connectors". Advances in Structural Engineering 22, n.º 1 (2 de julho de 2018): 202–13. http://dx.doi.org/10.1177/1369433218782991.
Texto completo da fonteZhang, Chikun, Kewei Ding e Shulin He. "Seismic Performance of Panel Connectors with Steel Frame Based on Autoclaved Lightweight Concrete (ALC)". Buildings 12, n.º 3 (17 de março de 2022): 372. http://dx.doi.org/10.3390/buildings12030372.
Texto completo da fonteBARBOSA, W. C. S., L. M. BEZERRA, L. CHATER e O. R. O. CAVALCANTE. "Experimental evaluation on the structural behavior of truss shear connectors in composite steel-concrete beams". Revista IBRACON de Estruturas e Materiais 12, n.º 5 (outubro de 2019): 1157–82. http://dx.doi.org/10.1590/s1983-41952019000500010.
Texto completo da fonteALMAYYAHI, Mohammed Noori Salman, Abdulnasser Aabbas e Haleem Hussain. "Effects of Recycled Concrete on Structural Behavior of Composite Beams with Y-Rib Shear Connectors". Misan Journal of Engineering Sciences 2, n.º 1 (7 de outubro de 2023): 53–97. http://dx.doi.org/10.61263/mjes.v2i1.44.
Texto completo da fonteRin, Tran Van, Nguyen Minh Hai e Phan Hoang Nam. "Analytical study on flexural behavior of steel composite girder using truss element for shear connectors with different types and layouts". IOP Conference Series: Materials Science and Engineering 1289, n.º 1 (1 de agosto de 2023): 012007. http://dx.doi.org/10.1088/1757-899x/1289/1/012007.
Texto completo da fonteCui, Jianhua, Shulin He, Kewei Ding, Yu Zhang e Xiaoying Kong. "Cyclic Behavior of Autoclaved Aerated Concrete External Panel with New Connector". Materials 15, n.º 24 (8 de dezembro de 2022): 8778. http://dx.doi.org/10.3390/ma15248778.
Texto completo da fonteDuan, Linli, Xin Nie, Han Su e Jike Tan. "Seismic Response Analysis of Steel–Concrete Composite Frame Structures with URSP Connectors". Materials 15, n.º 23 (5 de dezembro de 2022): 8655. http://dx.doi.org/10.3390/ma15238655.
Texto completo da fonteSaggaff, Anis, Talal Alhajri, M. Md Tahir, Khaled Alenezi, Cher Siang Tan, Arizu Sulaiman, Mustapha Muhammad Lawan e Mohamad Ragae. "Experimental and Analytical Study of Various Shear Connectors Used for Cold-Formed Steel-Ferrocement Composite Beam". Applied Mechanics and Materials 754-755 (abril de 2015): 315–19. http://dx.doi.org/10.4028/www.scientific.net/amm.754-755.315.
Texto completo da fonteNouri, Karim, Nor Hafizah Ramli Sulong, Zainah Ibrahim, Mohammad Bazzaz e H. Elhosiny Ali. "Finite Element Analysis of Novel Stiffened Angle Shear Connectors at Ambient and Elevated Temperature". Sustainability 15, n.º 1 (22 de dezembro de 2022): 184. http://dx.doi.org/10.3390/su15010184.
Texto completo da fonteZeng, Xinggui, Shao-Fei Jiang e Donghua Zhou. "Effect of Shear Connector Layout on the Behavior of Steel-Concrete Composite Beams with Interface Slip". Applied Sciences 9, n.º 1 (8 de janeiro de 2019): 207. http://dx.doi.org/10.3390/app9010207.
Texto completo da fonteSi, Xiu Yong, Jian Bo Zhao e Xiang Zhong Bai. "Mechanical Properties Research of Steel-Concrete Composite Structure's Connector". Advanced Materials Research 738 (agosto de 2013): 128–32. http://dx.doi.org/10.4028/www.scientific.net/amr.738.128.
Texto completo da fonteM. Al-Khekany, Alaa, Labeeb S. Al-Yassri, Munaf A. Al-Ramahee e Saeed Abdul-Abbas. "Effect of Angle Shear Connectors on the Behavior of Composite Concrete Steel Flexural Members Under Negative Moment". International Journal of Engineering & Technology 7, n.º 4.20 (28 de novembro de 2018): 174. http://dx.doi.org/10.14419/ijet.v7i4.20.25921.
Texto completo da fonteShariati, Mahdi, Nor Hafizah Ramli Sulong, Hamid Sinaei, Mohammad Mehdi Arabnejad Khanouki e Payam Shafigh. "Behavior of Channel Shear Connectors in Normal and Light Weight Aggregate Concrete (Experimental and Analytical Study)". Advanced Materials Research 168-170 (dezembro de 2010): 2303–7. http://dx.doi.org/10.4028/www.scientific.net/amr.168-170.2303.
Texto completo da fonteZhi, Qing, e Zhengxing Guo. "Experimental evaluation of precast concrete sandwich wall panels with steel–glass fiber–reinforced polymer shear connectors". Advances in Structural Engineering 20, n.º 10 (8 de janeiro de 2017): 1476–92. http://dx.doi.org/10.1177/1369433216683198.
Texto completo da fonteYe, Xin, Bo Shan, Qian Yue e Zhenyu Wang. "Long-term behavior of connections for glubam-concrete composite beams". MATEC Web of Conferences 275 (2019): 01001. http://dx.doi.org/10.1051/matecconf/201927501001.
Texto completo da fonteAbdi, Rochdi El, Erwann Carvou, Noureddine Benjemâa e El Mostafa Zindine. "Power Connector Behavior Used in Automotive Applications". Applied Mechanics and Materials 325-326 (junho de 2013): 556–61. http://dx.doi.org/10.4028/www.scientific.net/amm.325-326.556.
Texto completo da fonteAlemayehu, Robel Wondimu, Jaehoon Bae, Young K. Ju e Min Jae Park. "Bond Behavior of Concrete-Filled Steel Tube Mega Columns with Different Connectors". Materials 15, n.º 8 (11 de abril de 2022): 2791. http://dx.doi.org/10.3390/ma15082791.
Texto completo da fonteLuo, Yan Yan, Li Xin Wang, Ke Li, Ming Ming Lei, Guo Jin Liu, Hong Xun Liu, Xiao Ning Li, Yong Long Ren e Xiao Jun Zhang. "Effect of Temperature Cycling on Stress Relaxation Behavior of Electrical Connector Contacts". Applied Mechanics and Materials 492 (janeiro de 2014): 86–89. http://dx.doi.org/10.4028/www.scientific.net/amm.492.86.
Texto completo da fonteVahedi, Masood, Hamed Ebrahimian e Ahmad M. Itani. "Full-Scale Testing and Analytical Modeling of Rebar Cages Reinforced with Mechanical U-Bolt Connectors". Applied Sciences 13, n.º 14 (12 de julho de 2023): 8113. http://dx.doi.org/10.3390/app13148113.
Texto completo da fonteROESLER, CARLOS RODRIGO DE MELLO, RÔMULO PEDROZA PINHEIRO, ANDRÉ LUÍS ALMEIDA PIZZOLATTI, VALERIA ROMERO e HELTON LUIZ APARECIDO DEFINO. "IN VITRO MECHANICAL EVALUATION OF SPINAL FIXATION ROD CONNECTORS". Coluna/Columna 20, n.º 3 (setembro de 2021): 156–60. http://dx.doi.org/10.1590/s1808-185120212003245449.
Texto completo da fonteYu, Qiong, Liang Zhang, Shaohua Bai, Baoxiu Fan, Zhenhai Chen e Ling-Zhi Li. "Experimental Study on Seismic Behavior of Precast Frame Columns with Vertical Reinforcement Spliced with Grouted Sleeve Lapping Connectors". Advances in Civil Engineering 2021 (8 de outubro de 2021): 1–21. http://dx.doi.org/10.1155/2021/1549303.
Texto completo da fonteKhorramian, Koosha, Shervin Maleki, Mahdi Shariati e N. H. Ramli Sulong. "Behavior of Tilted Angle Shear Connectors". PLOS ONE 10, n.º 12 (7 de dezembro de 2015): e0144288. http://dx.doi.org/10.1371/journal.pone.0144288.
Texto completo da fonteLee, Jun-Seop, Jong-Hun Woo, Kyung-Jae Shin e Hee-Du Lee. "Design Methodology of U-Shaped Infilled Composite Beams with Angled Shear Connectors Using Finite Element Analysis". Buildings 13, n.º 9 (31 de agosto de 2023): 2221. http://dx.doi.org/10.3390/buildings13092221.
Texto completo da fonteDai, Ning, Lanhao Cui, Yingpei Li, Liwei Fan e Jiakun Chen. "A Numerical Simulation Study on the Out-of-Plane Performance of Timber Framework–Brick Wall Systems in Traditional Residential Buildings of Northern China". Buildings 14, n.º 5 (25 de abril de 2024): 1224. http://dx.doi.org/10.3390/buildings14051224.
Texto completo da fonteApriyono, Arwan, Sumiyanto Sumiyanto, Yanto Yanto, Sachrul Iswahyudi e Rino Wahyu Pamungkas. "Analysis of Different Stripe Connectors for a Gabion Wall based on Woven Waste Tire Stripes". Civil Engineering Dimension 21, n.º 2 (18 de outubro de 2019): 66–69. http://dx.doi.org/10.9744/ced.21.2.66-69.
Texto completo da fonteTonkikh, Gennadiy, e Denis Chesnokov. "A new design proposal for composite beams with powder actuated shear connectors". E3S Web of Conferences 410 (2023): 02034. http://dx.doi.org/10.1051/e3sconf/202341002034.
Texto completo da fonteZhu, Hongbing, Zhenghao Fu, Peng Liu, Yongcan Li e Benlu Zhao. "Shear Behavior of Stud-PBL Composite Shear Connector for Steel–Ceramsite Concrete Composite Structure". Coatings 12, n.º 5 (24 de abril de 2022): 583. http://dx.doi.org/10.3390/coatings12050583.
Texto completo da fonteZhu, Hongbing, Zhenghao Fu, Peng Liu, Yongcan Li e Benlu Zhao. "Shear Behavior of Stud-PBL Composite Shear Connector for Steel–Ceramsite Concrete Composite Structure". Coatings 12, n.º 5 (24 de abril de 2022): 583. http://dx.doi.org/10.3390/coatings12050583.
Texto completo da fonteAl-Gasham, Thaar Saud Salman. "Experimental Behavior of Steel-Concrete-Steel Sandwich Beams with Truss Configuration of Shear Connectors". Journal of Engineering 22, n.º 4 (1 de abril de 2016): 18–29. http://dx.doi.org/10.31026/j.eng.2016.04.02.
Texto completo da fonteIbrahim, Amer M., Wissam D. Salman e Fahad M. Bahlol. "Flexural Behavior of Concrete Composite Beams with New Steel Tube Section and Different Shear Connectors". TJES Vol26 No.1 2019 26, n.º 1 (março de 2019): 51–61. http://dx.doi.org/10.25130/tjes.26.1.07.
Texto completo da fonteDewobroto, Wiryanto, Ika Bali e Lodia Semaya Amnifu. "The compressive strength behavior of mahogany wood connections with bolt-ring connectors". IOP Conference Series: Materials Science and Engineering 852 (21 de julho de 2020): 012006. http://dx.doi.org/10.1088/1757-899x/852/1/012006.
Texto completo da fonteYan, Jun, e Lianjie Jiang. "Research on the Seismic Performance of the Prefabricated Reinforced Concrete Column with Steel Mortise and Tenon Connections". Advances in Civil Engineering 2021 (16 de janeiro de 2021): 1–15. http://dx.doi.org/10.1155/2021/6675231.
Texto completo da fonteQuenneville, P., e A. Charron. "Effects of end distance and thickness on the tensile resistance of 102 mm shear plates". Canadian Journal of Civil Engineering 22, n.º 6 (1 de dezembro de 1995): 1113–19. http://dx.doi.org/10.1139/l95-129.
Texto completo da fonteChen, Lu, He Tao Hou e Guo Qiang Li. "Experimental Investigations on Flexural Behavior of Sandwich Composite Panels". Advanced Materials Research 287-290 (julho de 2011): 810–14. http://dx.doi.org/10.4028/www.scientific.net/amr.287-290.810.
Texto completo da fonteSjaarda, Matthew, Scott Walbridge e Jeffrey S. West. "Assessment of Shear Connection through Composite Beam Modeling". Transportation Research Record: Journal of the Transportation Research Board 2672, n.º 41 (21 de junho de 2018): 177–85. http://dx.doi.org/10.1177/0361198118781685.
Texto completo da fonteWardi, Adil Hadi, Gökhan Tunç e Khalil Ibraheem. "Structural behavior of shear connectors embedded in different types of concrete". Challenge Journal of Structural Mechanics 6, n.º 4 (20 de dezembro de 2020): 160. http://dx.doi.org/10.20528/cjsmec.2020.04.001.
Texto completo da fonteJiang, Yuchen, Xiamin Hu, Wan Hong, Jun Zhang e Fangqian He. "Experimental study on notched connectors for glulam-lightweight concrete composite beams". BioResources 15, n.º 2 (5 de fevereiro de 2020): 2171–80. http://dx.doi.org/10.15376/biores.15.2.2171-2180.
Texto completo da fonteEl Abdi, R., J. Labbé e F. Le Strat. "Electrical Behavior of Connectors under Different Atmospheres". International Journal of Modeling and Optimization 9, n.º 1 (fevereiro de 2019): 51–54. http://dx.doi.org/10.7763/ijmo.2019.v9.683.
Texto completo da fontevan de Lindt, J. W. "Experimental Behavior of Mechanical In-Flange Connectors". Open Civil Engineering Journal 1, n.º 1 (5 de dezembro de 2007): 13–24. http://dx.doi.org/10.2174/1874149500701010013.
Texto completo da fonteShim, Chang-Su, Pil-Goo Lee e Tae-Yang Yoon. "Static behavior of large stud shear connectors". Engineering Structures 26, n.º 12 (outubro de 2004): 1853–60. http://dx.doi.org/10.1016/j.engstruct.2004.07.011.
Texto completo da fonteSuzuki, Kaho, Atsushi Suzuki e Yoshihiro Kimura. "Ultimate Shear Strength of Component Model of Composite Beam with Perfobond Shear Connector". Materials Science Forum 1047 (18 de outubro de 2021): 214–19. http://dx.doi.org/10.4028/www.scientific.net/msf.1047.214.
Texto completo da fonteWu, Xi, Meng-fu Wang e Ze-long Liu. "Seismic Behavior of Innovative Precast Superimposed Concrete Shear Walls with Spiral Hoop and Bolted Steel Connections". Advances in Civil Engineering 2021 (15 de maio de 2021): 1–22. http://dx.doi.org/10.1155/2021/5525444.
Texto completo da fonte