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Статті в журналах з теми "Concrete cone capacity"
Ninčević, Krešimir, Ioannis Boumakis, Marco Marcon, and Roman Wan-Wendner. "Aggregate effect on concrete cone capacity." Engineering Structures 191 (July 2019): 358–69. http://dx.doi.org/10.1016/j.engstruct.2019.04.028.
Повний текст джерелаKarmokar, Trijon, Alireza Mohyeddin, and Jessey Lee. "Predictive models for concrete cone capacity of cast-in headed anchors in geopolymer concrete." Engineering Structures 285 (June 2023): 116025. http://dx.doi.org/10.1016/j.engstruct.2023.116025.
Повний текст джерелаXu, Xiaoqing, Shanwen Zeng, Wei He, Zhujian Hou, Dongyang He, and Tao Yang. "Numerical Study on the Tensile Performance of Headed Stud Shear Connectors with Head-Sectional Damage." Materials 15, no. 8 (April 11, 2022): 2802. http://dx.doi.org/10.3390/ma15082802.
Повний текст джерелаRobson, Miora Nirina, Omar Al-Mansouri, Nicolas Pinoteau, Marco Abate, Kenton McBride, Roberto Piccinin, Sébastien Rémond, and Dashnor Hoxha. "Experimental Investigation of the Concrete Cone Failure of Bonded Anchors at Room and High Temperature." Applied Sciences 12, no. 9 (May 9, 2022): 4760. http://dx.doi.org/10.3390/app12094760.
Повний текст джерелаBokor, Boglárka, Máté Tóth, and Akanshu Sharma. "Fasteners in Steel Fiber Reinforced Concrete Subjected to Increased Loading Rates." Fibers 6, no. 4 (December 6, 2018): 93. http://dx.doi.org/10.3390/fib6040093.
Повний текст джерелаNilforoush, Rasoul. "A Refined Model for Predicting Concrete-Related Failure Load of Tension Loaded Cast-in-Place Headed Anchors in Uncracked Concrete." Nordic Concrete Research 60, no. 1 (June 1, 2019): 105–29. http://dx.doi.org/10.2478/ncr-2019-0091.
Повний текст джерелаXie, Qun, Qin Zhu Sheng, and Hao Xue Ju. "Multiple Anchor Behavior of Steel-to-Concrete Connections under Reversed Cyclic Loading." Advanced Materials Research 255-260 (May 2011): 669–73. http://dx.doi.org/10.4028/www.scientific.net/amr.255-260.669.
Повний текст джерелаLi, Shanshan, Yukun Zhang, and Dayong Li. "Capacity of Cone-Shaped Hollow Flexible Reinforced Concrete Foundation (CHFRF) in Sand under Horizontal Loading." Advances in Materials Science and Engineering 2020 (October 7, 2020): 1–14. http://dx.doi.org/10.1155/2020/6346590.
Повний текст джерелаPodhorecki, Adam, Oleksandr Hnatiuk, Mykola Lapchuk, and Oleksandr Mazepa. "Investigation of Bearing Capacity of the Drill-Impact Micropiles with Enlarged Toe in the Soils of Different Type." IOP Conference Series: Materials Science and Engineering 1203, no. 3 (November 1, 2021): 032054. http://dx.doi.org/10.1088/1757-899x/1203/3/032054.
Повний текст джерелаWen, Yang. "The Study on Force Behavior of Concrete Filled Steel Tube Lattice Wind Turbine Tower with Three Limb Columns." Applied Mechanics and Materials 178-181 (May 2012): 179–83. http://dx.doi.org/10.4028/www.scientific.net/amm.178-181.179.
Повний текст джерелаДисертації з теми "Concrete cone capacity"
Nilforoush, Rasoul. "Anchorage in Concrete Structures : Numerical and Experimental Evaluations of Load-Carrying Capacity of Cast-in-Place Headed Anchors and Post-Installed Adhesive Anchors." Doctoral thesis, Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, 2017. http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-66333.
Повний текст джерелаSandahl, William, and Jesper Bragsjö. "Utdragskapacitet Sidokoppling Håldäck." Thesis, Högskolan i Halmstad, Akademin för ekonomi, teknik och naturvetenskap, 2017. http://urn.kb.se/resolve?urn=urn:nbn:se:hh:diva-34506.
Повний текст джерелаRozbroj, Lukáš. "Diagnostika železobetonového mostu." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227490.
Повний текст джерелаYang, Keun-Hyeok, Ashraf F. Ashour, and J.-K. Song. "Shear capacity of reinforced concrete beams using neural network." 2007. http://hdl.handle.net/10454/959.
Повний текст джерелаOptimum multi-layered feed-forward neural network (NN) models using a resilient back-propagation algorithm and early stopping technique are built to predict the shear capacity of reinforced concrete deep and slender beams. The input layer neurons represent geometrical and material properties of reinforced concrete beams and the output layer produces the beam shear capacity. Training, validation and testing of the developed neural network have been achieved using 50%, 25%, and 25%, respectively, of a comprehensive database compiled from 631 deep and 549 slender beam specimens. The predictions obtained from the developed neural network models are in much better agreement with test results than those determined from shear provisions of different codes, such as KBCS, ACI 318-05, and EC2. The mean and standard deviation of the ratio between predicted using the neural network models and measured shear capacities are 1.02 and 0.18, respectively, for deep beams, and 1.04 and 0.17, respectively, for slender beams. In addition, the influence of different parameters on the shear capacity of reinforced concrete beams predicted by the developed neural network shows consistent agreement with those experimentally observed.
(13146967), Grace Kurniawati Santoso. "Evaluation of capacity reduction factors for the design of reinforced concrete structural elements case study: Indonesia." Thesis, 2002. https://figshare.com/articles/thesis/Evaluation_of_capacity_reduction_factors_for_the_design_of_reinforced_concrete_structural_elements_case_study_Indonesia/20366616.
Повний текст джерелаAlthough there has been many changes in the development of the safety provisions for the Indonesian codes of practice since 1971, most of the changes have either been compromised or combined with the corresponding codes of the developed countries. For example, the current Indonesian concrete code (SKSNI) has adopted many factors from the American Concrete Institute (ACI 318) code, the British Standard (BSI,1985) code, the Architectural Institute of Japan (AIJ,1994) code and the Dutch code (GBV, 1985).
Comments amongst the practicing engineers as the end user on the existing code often refer to the inconsistencies of the code provisions and the field practices in Indonesia. As Indonesia is a country with an unbalanced distribution of skills and knowledge between the main island Java and other islands, providing an unified national standard without referring to the regional practices adversely affects the safety levels. This thesis attempts to demonstrate the inconsistencies in the provisions of the current Indonesian concrete code (SKSNI T-15, 1991) and the field practices in the main island Java. An extensive probability analysis has been carried out based on the statistical field data collected from several projects and material testing institutions for the demonstration of the aims of the thesis. From the probabilistic analyses of the statistical data, load and resistance factors for some important structural actions (viz, flexure, compression, flexural shear and punching shear) have been evaluated and compared with the provisions of the SKSNI, ACI 318 and AS 3600-1988. Gravity load (dead and live loads) and lateral load (dead, live and earthquake loads) combinations have been considered in the evaluation of the load and resistance factors for the selected structural actions. The thesis proposes the evaluated load and resistance factors as rational provisions reflecting the field practices of the Java island and recommendations that similar studies be carried out to reflect the regional practices in the safety provisions of the Indonesian concrete code.
Lam, Dennis, and F. Fu. "¿Behaviour of semi-rigid composite beam ¿ column connections with steel beams and precast hollow core slabs." 2006. http://hdl.handle.net/10454/5777.
Повний текст джерелаКниги з теми "Concrete cone capacity"
Sparrow, Joshua. Communities raising children together: Collaborative consultation with a place-based initiative in Harlem. Oxford University Press, 2018. http://dx.doi.org/10.1093/oso/9780198747109.003.0014.
Повний текст джерелаLimón Domínguez, Dolores, and Rocío Valderrama Hernández. Redes Universitarias generadoras de inclusión: hacia la educación y la cultura de la sostenibilidad en la Universidad. 2021st ed. Editorial Universidad de Sevilla, 2021. http://dx.doi.org/10.12795/9788447223510.
Повний текст джерелаPiñero Virué, Rocío. El papel del pedagogo en el siglo XXI. Octaedro, 2021. http://dx.doi.org/10.36006/16205.
Повний текст джерелаЧастини книг з теми "Concrete cone capacity"
Melhem, M. M., C. Caprani, and M. G. Stewart. "Model Error for Australian Code Shear Capacity of Concrete Structures." In Lecture Notes in Civil Engineering, 327–36. Singapore: Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-13-7603-0_33.
Повний текст джерелаGiarlelis, Christos, Evlalia Lamprinou, and Constantinos Repapis. "Seismic Rehabilitation of a School Building in Cephalonia, Greece." In Case Studies on Conservation and Seismic Strengthening/Retrofitting of Existing Structures, 1–20. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2020. http://dx.doi.org/10.2749/cs002.001.
Повний текст джерелаTrentin, Bruno. "La libertà viene prima. La libertà come posta in gioco nel conflitto sociale." In Studi e saggi, 49–145. Florence: Firenze University Press, 2021. http://dx.doi.org/10.36253/978-88-5518-282-9.02.
Повний текст джерелаRüd, Sophie, Hilmar Müller, Helmut Fleischer, and Christoph Stephan. "Development of a Verification Procedure of Partial Loading on Existing Solid Hydraulic Structures - Probabilistic Assessment for 3D Material Variations." In Lecture Notes in Civil Engineering, 372–83. Singapore: Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-19-6138-0_33.
Повний текст джерелаDeng, Jie. "Research on Bearing Mechanism of Strut-and-Tie Model for Punching Failure of Independent Foundation Under Column." In Advances in Transdisciplinary Engineering. IOS Press, 2021. http://dx.doi.org/10.3233/atde210147.
Повний текст джерелаKrishan, Anatoly. "Bearing Capacity of Concrete Filled Steel Tube Columns." In Sustainable Concrete [Working Title]. IntechOpen, 2021. http://dx.doi.org/10.5772/intechopen.99650.
Повний текст джерелаKumar, Prabhakar, Shiva Shankar Choudhary, and Shiv Shankar Kumar. "Assessment of Lateral Load Capacity of Single Pile at Bettiah Site: A Parametric Study." In New Frontiers in Communication and Intelligent Systems, 773–84. 2023rd ed. Soft Computing Research Society, 2023. http://dx.doi.org/10.52458/978-81-95502-00-4-76.
Повний текст джерела"Optimum Design of Carbon Fiber-Reinforced Polymer for Increasing Shear Capacity of Beams." In Metaheuristic Approaches for Optimum Design of Reinforced Concrete Structures, 183–94. IGI Global, 2020. http://dx.doi.org/10.4018/978-1-7998-2664-4.ch008.
Повний текст джерелаMaazoun, Azer. "New Technique to Protect RC Slabs Against Explosions Using CFRP as Externally Bonded Reinforcement." In Critical Energy Infrastructure Protection. IOS Press, 2022. http://dx.doi.org/10.3233/nicsp220010.
Повний текст джерелаMohan Raisinghani, Bhushan. "Natural Hazards - Impacts, Adjustments and Resilience." In Natural Hazards - Impacts, Adjustments and Resilience [Working Title]. IntechOpen, 2020. http://dx.doi.org/10.5772/intechopen.94303.
Повний текст джерелаТези доповідей конференцій з теми "Concrete cone capacity"
"Self-Compacting Concrete Properties of Recycled Coarse Aggregate." In Recent Advancements in Geotechnical Engineering. Materials Research Forum LLC, 2021. http://dx.doi.org/10.21741/9781644901618-15.
Повний текст джерелаVigneri, Valentino, Christoph Odenbreit, and Matthias Braun. "Numerical evaluation of the plastic hinges developed in headed stud shear connectors in composite beams with profiled steel sheeting." In 12th international conference on ‘Advances in Steel-Concrete Composite Structures’ - ASCCS 2018. Valencia: Universitat Politècnica València, 2018. http://dx.doi.org/10.4995/asccs2018.2018.7166.
Повний текст джерелаFırat Yolacan, Taygun, and Markus Schäfer. "An experimental and numerical approach to investigate the load- deformation behaviour of anchorages with headed fasteners in reinforced-concrete columns." In IABSE Symposium, Prague 2022: Challenges for Existing and Oncoming Structures. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2022. http://dx.doi.org/10.2749/prague.2022.0586.
Повний текст джерела"Drift Capacity of Walls Accounting for Shear: The 2004 Canadian Code Provisions." In SP-236: Deformation Capacity and Shear Strength of Reinforced Concrete Members Under Cyclic Loading. American Concrete Institute, 2006. http://dx.doi.org/10.14359/18217.
Повний текст джерелаWåsjø, Kasper, Terje P. Stavang, and Tore H. Søreide. "Concrete Modeling for Extreme Wave Slam Events." In ASME 2017 36th International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2017. http://dx.doi.org/10.1115/omae2017-61331.
Повний текст джерелаAmir, Sana, Cor van der Veen, Joost C. Walraven, and Ane de Boer. "Bearing capacity of transversely prestressed concrete deck slabs." In IABSE Conference, Copenhagen 2018: Engineering the Past, to Meet the Needs of the Future. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2018. http://dx.doi.org/10.2749/copenhagen.2018.298.
Повний текст джерелаCarrion, Juan E., William F. Baker, and Charles Besjak. "Precast Core Wall System for High-Rise Buildings." In IABSE Congress, New York, New York 2019: The Evolving Metropolis. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2019. http://dx.doi.org/10.2749/newyork.2019.0110.
Повний текст джерелаXue, Yicong, Yong Yang, Yunlong Yu, and Ruyue Liu. "Experimental study on mechanical performance of partially precast steel reinforced concrete beams." In 12th international conference on ‘Advances in Steel-Concrete Composite Structures’ - ASCCS 2018. Valencia: Universitat Politècnica València, 2018. http://dx.doi.org/10.4995/asccs2018.2018.6942.
Повний текст джерелаHe, Ziqi, Dan Gan, Tao Zhang, and Xuhong Zhou. "Experimental investigation on the bamboo-concrete filled circular steel tubular stub 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/asccs2018.2018.7138.
Повний текст джерелаZhou, Aixin, Pengjun Luo, Takashi Takeuchi, and Yuping Sun. "Effects of Core Concrete on the Buckling Behavior of Ultra-High Strength Reinforcement Bars." In IABSE Congress, New York, New York 2019: The Evolving Metropolis. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2019. http://dx.doi.org/10.2749/newyork.2019.2083.
Повний текст джерелаЗвіти організацій з теми "Concrete cone capacity"
McDermott, Matthew R. Shear Capacity of Hollow-Core Slabs with Concrete Filled Cores. Precast/Prestressed Concrete Institute, 2018. http://dx.doi.org/10.15554/pci.rr.comp-002.
Повний текст джерелаEXPERIMENTAL BEHAVIOR AND DESIGN OF RECTANGULAR CONCRETE-FILLED TUBULAR BUCKLING-RESTRAINED BRACES. The Hong Kong Institute of Steel Construction, December 2021. http://dx.doi.org/10.18057/ijasc.2021.17.4.5.
Повний текст джерелаNUMERICAL STUDY ON SHEAR BEHAVIOUR OF ENHANCED C-CHANNELS IN STEEL-UHPC-STEEL SANDWICH STRUCTURES. The Hong Kong Institute of Steel Construction, September 2021. http://dx.doi.org/10.18057/ijasc.2021.17.3.4.
Повний текст джерела