Artykuły w czasopismach na temat „One-way slabs”
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Yaagoob, Ali H., i Ibrahem S. Harba. "Behavior of Self Compacting Reinforced Concrete One Way Bubble Deck Slab". Al-Nahrain Journal for Engineering Sciences 23, nr 1 (20.03.2020): 1–11. http://dx.doi.org/10.29194/njes.23010001.
Pełny tekst źródłaAl-Ahmed, Ali Hussein Ali, Falah Hasan Ibrahim, Abbas AbdulMajeed Allawi i Ayman El-Zohairy. "Behavior of One-Way Reinforced Concrete Slabs with Polystyrene Embedded Arched Blocks". Buildings 12, nr 3 (10.03.2022): 331. http://dx.doi.org/10.3390/buildings12030331.
Pełny tekst źródłaKim, Byoung Hoon, Joo Hong Chung, Hyun Ki Choi, Seung Chang Lee i Chang Sik Choi. "Flexural Capacities of One-Way Hollow Slab with Donut Type Hollow Sphere". Key Engineering Materials 452-453 (listopad 2010): 773–76. http://dx.doi.org/10.4028/www.scientific.net/kem.452-453.773.
Pełny tekst źródłaM. Ibrahim, Amer. "Effect of Construction Type on Structural Behaviour of R.C Bubbled One-Way Slab". DJES 12, nr 1 (1.03.2019): 73–79. http://dx.doi.org/10.24237/djes.2019.12109.
Pełny tekst źródłaAbtan, Yaarub G., i Hassan Falah Hassan. "Flexural Strength of Modified Reactive Powder Concrete One Way Slabs". Open Civil Engineering Journal 13, nr 1 (31.12.2019): 260–70. http://dx.doi.org/10.2174/1874149501913010260.
Pełny tekst źródłaYaseen, Aws N., i Ali H. Ali Al-Ahmed. "Behaviour of One-Way Reinforcement Concrete Cantilever Slabs with Circle Openings". E3S Web of Conferences 318 (2021): 03014. http://dx.doi.org/10.1051/e3sconf/202131803014.
Pełny tekst źródłaZaman Khan, Qaiser uz, Afaq Ahmad, Ali Raza, Mojtaba Labibzadeh i Muhammad Iqbal. "Structural Performance of One-Way Slabs Reinforced with Steel and Polypropylene Fibers". Jurnal Kejuruteraan 33, nr 2 (30.05.2021): 193–203. http://dx.doi.org/10.17576/jkukm-2021-33(2)-04.
Pełny tekst źródłaXie, Jian Jun, Jun Lin Tao, Song Gu, Ting Lei i Wen Jun Hu. "Experimental Research on Flexural Behavior of Recycled Concrete One-Way Slab Reinforced with CFRP". Advanced Materials Research 261-263 (maj 2011): 120–24. http://dx.doi.org/10.4028/www.scientific.net/amr.261-263.120.
Pełny tekst źródłaYaseen, Aws Nabeel, i Ali Hussein Ali Al-Ahmed. "Behaviour of One-Way Reinforcement Concrete Cantilever Slabs with Openings". IOP Conference Series: Earth and Environmental Science 961, nr 1 (1.01.2022): 012043. http://dx.doi.org/10.1088/1755-1315/961/1/012043.
Pełny tekst źródłaIbrahim, Nehal, Mohammed A. Kabosh i Amged O. Abdelatif. "Modeling Deflection in Reinforced Concrete One-way Slabs using Eurocode2 Model". FES Journal of Engineering Sciences 9, nr 1 (22.02.2021): 91–95. http://dx.doi.org/10.52981/fjes.v9i1.664.
Pełny tekst źródłaAshteyat, Ahmed M., Yousef S. Al Rjoub, Ala’ T. Obaidat i Huthaifah Dagamseh. "Strengthening and repair of one-way and two-way self-compacted concrete slabs using near-surface-mounted carbon-fiber-reinforced polymers". Advances in Structural Engineering 22, nr 11 (17.04.2019): 2435–48. http://dx.doi.org/10.1177/1369433219843649.
Pełny tekst źródłaXu, Xiaoqing, i Zhujian Hou. "Experimental Study on One-Way BFRP Bar-Reinforced UHPC Slabs under Concentrated Load". Materials 13, nr 14 (10.07.2020): 3077. http://dx.doi.org/10.3390/ma13143077.
Pełny tekst źródłaZhang, Da Shan, i Yu Li Dong. "Experimental Behavior of One-Way Concrete Slabs at Large Displacements". Applied Mechanics and Materials 105-107 (wrzesień 2011): 1035–39. http://dx.doi.org/10.4028/www.scientific.net/amm.105-107.1035.
Pełny tekst źródłaNguyen, Huy Q., Tri N. M. Nguyen, Do Hyung Lee i Jung J. Kim. "A Design Method to Induce Ductile Failure of Flexural Strengthened One-Way RC Slabs". Materials 14, nr 24 (12.12.2021): 7647. http://dx.doi.org/10.3390/ma14247647.
Pełny tekst źródłaRaongjant, Werasak, i Meng Jing. "One-Way Slab of Structural Insulated Panel Strengthened with FRP". Materials Science Forum 859 (maj 2016): 56–61. http://dx.doi.org/10.4028/www.scientific.net/msf.859.56.
Pełny tekst źródłaRazavi Tosee, Seyed Vahid, Iman Faridmehr, Moncef L. Nehdi, Vagelis Plevris i Kiyanets A. Valerievich. "Predicting Crack Width in CFRP-Strengthened RC One-Way Slabs Using Hybrid Grey Wolf Optimizer Neural Network Model". Buildings 12, nr 11 (3.11.2022): 1870. http://dx.doi.org/10.3390/buildings12111870.
Pełny tekst źródłaGao, Dan Ying, Pei Bo You i Chang Hui Zhang. "Crack Resistant Performance and Crack Width of one-Way Slabs Strengthened with FRP". Applied Mechanics and Materials 71-78 (lipiec 2011): 3810–15. http://dx.doi.org/10.4028/www.scientific.net/amm.71-78.3810.
Pełny tekst źródłaMohammed, Qasim. "Performance of high-strength concrete one-way slabs with embedded BFRP bar reinforcement". International Journal of Advanced Engineering, Sciences and Applications 1, nr 3 (15.07.2020): 1–9. http://dx.doi.org/10.47346/ijaesa.v1i3.55.
Pełny tekst źródłaMazin B. Abdul-Rahman, Dr, Dr Alya'a A. Al-attar i Amenah M. Younus. "Elevated Temperature Effects on the Behavior of One-Way Fi-brous Reinforced Concrete Slabs". International Journal of Engineering & Technology 7, nr 4.37 (13.12.2018): 179. http://dx.doi.org/10.14419/ijet.v7i4.37.24097.
Pełny tekst źródłaSaeed, Jalal A. Saeed, Payman H. Mohammad i Ibrahim H. Aziz. "Behavior and Flexural Strength of Ferrocement One Way Slabs with Square Openings." Journal of Zankoy Sulaimani - Part A 1, nr 1 (1.05.1997): 57–67. http://dx.doi.org/10.17656/jzs.10015.
Pełny tekst źródłaMohammed, Tamara Amer, i Hayder Mohammed Kadhim. "Effect of Pumice Stone and Sugar Molasses on the Behavior of Reinforced Concrete One-Way Ribbed Slabs". Civil Engineering Journal 8, nr 2 (1.02.2022): 334–47. http://dx.doi.org/10.28991/cej-2022-08-02-011.
Pełny tekst źródłaQasim, Mohammed M., i Mazin B. Abdul Rahman. "Strength of SIFCON- Ferrocement One-Way Ribbed Slabs Contain Steel Fibers". IOP Conference Series: Earth and Environmental Science 961, nr 1 (1.01.2022): 012066. http://dx.doi.org/10.1088/1755-1315/961/1/012066.
Pełny tekst źródłaZhou, Lingzhu, Pengcheng Dong, Yu Zheng, Gangbing Song i Xiaolu Wang. "Investigation of the Structural Behaviors of One-way HVFA-SCC Slabs Reinforced by GFRP Bars". Current Chinese Science 1, nr 1 (23.12.2020): 160–82. http://dx.doi.org/10.2174/2210298101666200909160857.
Pełny tekst źródłaMajeed, Wasif K., Muyasser M. Joma’h i Mazin B. Abdulrahman. "Structural Behavior of Fibrous Reinforced Concrete Hollow Core One-Way Slabs Strengthening by C.F.R.P". Tikrit Journal of Engineering Sciences 22, nr 1 (1.04.2015): 101–11. http://dx.doi.org/10.25130/tjes.22.1.10.
Pełny tekst źródłaWang, Yabo, H. T. Liu, G. F. Dou, C. H. Xi i L. Qian. "Experimental Study of Multi-Ribbed One-Way Composite Slabs Made of Steel Fibre, Foam, and Normal Concrete". Archives of Civil Engineering 64, nr 2 (31.12.2018): 79–96. http://dx.doi.org/10.2478/ace-2018-0018.
Pełny tekst źródłaIbrahim, Falah Hassan, i Ali Hussein Ali. "Finite Element Analysis of Cracked One-Way Bubbled Slabs Strengthened By External Prestressed Strands". Journal of Engineering 27, nr 1 (1.01.2021): 45–65. http://dx.doi.org/10.31026/j.eng.2021.01.04.
Pełny tekst źródłaIbrahim, Falah Hassan, i Ali Hussein Ali. "Finite Element Analysis of Cracked One-Way Bubbled Slabs Strengthened By External Prestressed Strands". Journal of Engineering 27, nr 1 (1.01.2021): 45–65. http://dx.doi.org/10.31026/10.31026/j.eng.2021.01.04.
Pełny tekst źródłaTošić, Nikola, i Jean Torrenti. "New Eurocode 2 provisions for recycled aggregate concrete and their implications for the design of one-way slabs". Gradjevinski materijali i konstrukcije 64, nr 2 (2021): 119–25. http://dx.doi.org/10.5937/grmk2102119t.
Pełny tekst źródłaHallawi, Ali Faiq, i Ali Hussein Ali Al-Ahmed. "Enhancing the Behavior of One-Way Reinforced Concrete Slabs by Using Laced Reinforcement". Civil Engineering Journal 5, nr 3 (19.03.2019): 718. http://dx.doi.org/10.28991/cej-2019-03091282.
Pełny tekst źródłaXu, Xin Jian, Li Juan Li, Wen Chao Zhou, Ming Min i Feng Liu. "On-Site Test Study of RC Slabs Strengthened with CFRP and BFRP". Advanced Materials Research 163-167 (grudzień 2010): 3782–86. http://dx.doi.org/10.4028/www.scientific.net/amr.163-167.3782.
Pełny tekst źródłaLi, Tian Hua, Jun Hai Zhao i Xiao Ming Dong. "Numerical Simulation of One-Way Reinforced Concrete Slabs Subjected to Blast Loadings". Advanced Materials Research 671-674 (marzec 2013): 726–30. http://dx.doi.org/10.4028/www.scientific.net/amr.671-674.726.
Pełny tekst źródłaShakir, Qasim M. "Performance of High-Strength Concrete One-Way Slabs with Embedded BFRP Bar Reinforcement". International Journal of Applied Science 1, nr 1 (4.07.2018): p25. http://dx.doi.org/10.30560/ijas.v1n1p25.
Pełny tekst źródłaNguyen, Huy Q., Kijae Yang i Jung J. Kim. "An Efficient Method for Optimizing HPC-FRP Retrofit Systems of Flexural Strengthened One-Way Continuous Slabs Based on ACI 440.2R". Materials 15, nr 23 (26.11.2022): 8430. http://dx.doi.org/10.3390/ma15238430.
Pełny tekst źródłaZhao, Xin, Dan Dan Kong, Zhi Wei Zhang i Mai Wu. "Study on Mechanical Behaviors of New Reinforced Concrete Hollow Floor Slab". Applied Mechanics and Materials 94-96 (wrzesień 2011): 1018–21. http://dx.doi.org/10.4028/www.scientific.net/amm.94-96.1018.
Pełny tekst źródłaAl-Zaidee, Salah Rohaima. "Slab-beam Interaction in One-way Floor Systems". Journal of Engineering 24, nr 3 (1.03.2018): 122. http://dx.doi.org/10.31026/j.eng.2018.03.10.
Pełny tekst źródłaZhu, Sanfan, Yuli Dong, Sengui Ye, Dashan Zhang i Jintao Duan. "Limit Carrying Capacity Calculation of Two-Way Slabs with Three Simply Supported Edges and One Clamped Edge under Fire". Applied Sciences 12, nr 3 (31.01.2022): 1561. http://dx.doi.org/10.3390/app12031561.
Pełny tekst źródłaAmer M. Ibrahim, Nazar K. Ali i Wissam D. Salman. "Flexural Capacities of Reinforced Concrete Two-Way Bubbledeck Slabs of Plastic Spherical Voids". Diyala Journal of Engineering Sciences 6, nr 2 (1.06.2013): 9–20. http://dx.doi.org/10.24237/djes.2013.06202.
Pełny tekst źródłaLotfy, Ehab M., Sherif M. Elzeiny i Alaa M. Rashad. "Flexural capacity of one-way GFRP concrete slabs". Proceedings of the Institution of Civil Engineers - Construction Materials 164, nr 3 (czerwiec 2011): 143–52. http://dx.doi.org/10.1680/coma.2011.164.3.143.
Pełny tekst źródłaAhmed, M. H., Y. A. Hassaneen, Z. E. Abd El Shafy i M. A. Farouk. "MATHEMATICAL STRUCTURAL ANALYSIS OF ONE WAY RIBBED SLABS". JES. Journal of Engineering Sciences 39, nr 4 (1.07.2011): 761–80. http://dx.doi.org/10.21608/jesaun.2011.127702.
Pełny tekst źródłaMin, Chang-Shik. "Crack Control in Beams and One-Way Slabs". Journal of the Korea Concrete Institute 24, nr 4 (31.08.2012): 381–90. http://dx.doi.org/10.4334/jkci.2012.24.4.381.
Pełny tekst źródłaThoma, K., i F. Malisia. "Compressive membrane action in RC one-way slabs". Engineering Structures 171 (wrzesień 2018): 395–404. http://dx.doi.org/10.1016/j.engstruct.2018.05.051.
Pełny tekst źródłaNasir, Nameer, i RAID DAUD. "Finite Element Modeling of One-Way Recycled Aggregate Concrete Slabs Strengthened using Near-Surface Mounted CFRPs under Repeated Loading". Journal of Engineering 28, nr 11 (1.11.2022): 32–46. http://dx.doi.org/10.31026/j.eng.2022.11.03.
Pełny tekst źródłaAbdullah, Anas Ibrahim. "Structural Behavior of High Strength Laced Reinforced Concrete One Way Slab Exposed to Fire Flame". Civil Engineering Journal 5, nr 12 (1.12.2019): 2747–61. http://dx.doi.org/10.28991/cej-2019-03091446.
Pełny tekst źródłaEwida, El-Sayed S., Rasha T. S. Mabrouk, Nasser El-Shafey i Akram M. Torkey. "Flexural Behavior of One-Way Slabs Reinforced with Welded Wire Mesh under Vertical Loads". Civil Engineering Journal 8, nr 4 (1.04.2022): 654–70. http://dx.doi.org/10.28991/cej-2022-08-04-03.
Pełny tekst źródłaTang, Jijun, i Adam S. Lubell. "Influence of longitudinal reinforcement strength on one-way slab deflection". Canadian Journal of Civil Engineering 35, nr 10 (październik 2008): 1076–87. http://dx.doi.org/10.1139/l08-050.
Pełny tekst źródłaDevi Priyanka, M., i V. Ramesh. "Comparative Study on Slab Deflections". IOP Conference Series: Earth and Environmental Science 982, nr 1 (1.03.2022): 012081. http://dx.doi.org/10.1088/1755-1315/982/1/012081.
Pełny tekst źródłaSun, Xiu Shan, Ying Hua Liu, Zhang Zhi Cen i Dong Ping Fang. "Numerical Simulation of Deformation and Strength of Reinforced Concrete Slabs under Thermal-Mechanical Loads". Key Engineering Materials 353-358 (wrzesień 2007): 2676–80. http://dx.doi.org/10.4028/www.scientific.net/kem.353-358.2676.
Pełny tekst źródłaFazaa Rajab, Omar, Ziadoon M. Ali, Akram S. Mahmoud i Majid S. Mohammed. "Flexural Ductility, Stiffness, and Toughness of New Voided Reinforced Concrete One-Way Slab Using Waste Plastic Bottles". Journal of Engineering 2022 (10.08.2022): 1–10. http://dx.doi.org/10.1155/2022/8672694.
Pełny tekst źródłaNajem, Rabi M. "OPTIMUM COST DESIGN OF R. C. ONE WAY SLABS". AL-Rafdain Engineering Journal (AREJ) 18, nr 6 (28.12.2010): 15–27. http://dx.doi.org/10.33899/rengj.2010.34788.
Pełny tekst źródła., T. Geetha Kumari. "FLEXURAL CHARACTERISTICS OF SFRSCC AND SFRNC ONE WAY SLABS". International Journal of Research in Engineering and Technology 02, nr 07 (25.07.2013): 220–29. http://dx.doi.org/10.15623/ijret.2013.0207030.
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