Littérature scientifique sur le sujet « Concrete cone capacity »
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Articles de revues sur le sujet "Concrete cone capacity"
Ninčević, Krešimir, Ioannis Boumakis, Marco Marcon et Roman Wan-Wendner. « Aggregate effect on concrete cone capacity ». Engineering Structures 191 (juillet 2019) : 358–69. http://dx.doi.org/10.1016/j.engstruct.2019.04.028.
Texte intégralKarmokar, Trijon, Alireza Mohyeddin et Jessey Lee. « Predictive models for concrete cone capacity of cast-in headed anchors in geopolymer concrete ». Engineering Structures 285 (juin 2023) : 116025. http://dx.doi.org/10.1016/j.engstruct.2023.116025.
Texte intégralXu, Xiaoqing, Shanwen Zeng, Wei He, Zhujian Hou, Dongyang He et Tao Yang. « Numerical Study on the Tensile Performance of Headed Stud Shear Connectors with Head-Sectional Damage ». Materials 15, no 8 (11 avril 2022) : 2802. http://dx.doi.org/10.3390/ma15082802.
Texte intégralRobson, Miora Nirina, Omar Al-Mansouri, Nicolas Pinoteau, Marco Abate, Kenton McBride, Roberto Piccinin, Sébastien Rémond et Dashnor Hoxha. « Experimental Investigation of the Concrete Cone Failure of Bonded Anchors at Room and High Temperature ». Applied Sciences 12, no 9 (9 mai 2022) : 4760. http://dx.doi.org/10.3390/app12094760.
Texte intégralBokor, Boglárka, Máté Tóth et Akanshu Sharma. « Fasteners in Steel Fiber Reinforced Concrete Subjected to Increased Loading Rates ». Fibers 6, no 4 (6 décembre 2018) : 93. http://dx.doi.org/10.3390/fib6040093.
Texte intégralNilforoush, 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 (1 juin 2019) : 105–29. http://dx.doi.org/10.2478/ncr-2019-0091.
Texte intégralXie, Qun, Qin Zhu Sheng et Hao Xue Ju. « Multiple Anchor Behavior of Steel-to-Concrete Connections under Reversed Cyclic Loading ». Advanced Materials Research 255-260 (mai 2011) : 669–73. http://dx.doi.org/10.4028/www.scientific.net/amr.255-260.669.
Texte intégralLi, Shanshan, Yukun Zhang et Dayong Li. « Capacity of Cone-Shaped Hollow Flexible Reinforced Concrete Foundation (CHFRF) in Sand under Horizontal Loading ». Advances in Materials Science and Engineering 2020 (7 octobre 2020) : 1–14. http://dx.doi.org/10.1155/2020/6346590.
Texte intégralPodhorecki, Adam, Oleksandr Hnatiuk, Mykola Lapchuk et 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 (1 novembre 2021) : 032054. http://dx.doi.org/10.1088/1757-899x/1203/3/032054.
Texte intégralWen, 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 (mai 2012) : 179–83. http://dx.doi.org/10.4028/www.scientific.net/amm.178-181.179.
Texte intégralThèses sur le sujet "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.
Texte intégralSandahl, William, et 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.
Texte intégralRozbroj, Lukáš. « Diagnostika železobetonového mostu ». Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227490.
Texte intégralYang, Keun-Hyeok, Ashraf F. Ashour et J.-K. Song. « Shear capacity of reinforced concrete beams using neural network ». 2007. http://hdl.handle.net/10454/959.
Texte intégralOptimum 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.
Texte intégralAlthough 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, et 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.
Texte intégralLivres sur le sujet "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.
Texte intégralLimón Domínguez, Dolores, et Rocío Valderrama Hernández. Redes Universitarias generadoras de inclusión : hacia la educación y la cultura de la sostenibilidad en la Universidad. 2021e éd. Editorial Universidad de Sevilla, 2021. http://dx.doi.org/10.12795/9788447223510.
Texte intégralPiñero Virué, Rocío. El papel del pedagogo en el siglo XXI. Octaedro, 2021. http://dx.doi.org/10.36006/16205.
Texte intégralChapitres de livres sur le sujet "Concrete cone capacity"
Melhem, M. M., C. Caprani et M. G. Stewart. « Model Error for Australian Code Shear Capacity of Concrete Structures ». Dans Lecture Notes in Civil Engineering, 327–36. Singapore : Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-13-7603-0_33.
Texte intégralGiarlelis, Christos, Evlalia Lamprinou et Constantinos Repapis. « Seismic Rehabilitation of a School Building in Cephalonia, Greece ». Dans 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.
Texte intégralTrentin, Bruno. « La libertà viene prima. La libertà come posta in gioco nel conflitto sociale ». Dans Studi e saggi, 49–145. Florence : Firenze University Press, 2021. http://dx.doi.org/10.36253/978-88-5518-282-9.02.
Texte intégralRüd, Sophie, Hilmar Müller, Helmut Fleischer et Christoph Stephan. « Development of a Verification Procedure of Partial Loading on Existing Solid Hydraulic Structures - Probabilistic Assessment for 3D Material Variations ». Dans Lecture Notes in Civil Engineering, 372–83. Singapore : Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-19-6138-0_33.
Texte intégralDeng, Jie. « Research on Bearing Mechanism of Strut-and-Tie Model for Punching Failure of Independent Foundation Under Column ». Dans Advances in Transdisciplinary Engineering. IOS Press, 2021. http://dx.doi.org/10.3233/atde210147.
Texte intégralKrishan, Anatoly. « Bearing Capacity of Concrete Filled Steel Tube Columns ». Dans Sustainable Concrete [Working Title]. IntechOpen, 2021. http://dx.doi.org/10.5772/intechopen.99650.
Texte intégralKumar, Prabhakar, Shiva Shankar Choudhary et Shiv Shankar Kumar. « Assessment of Lateral Load Capacity of Single Pile at Bettiah Site : A Parametric Study ». Dans New Frontiers in Communication and Intelligent Systems, 773–84. 2023e éd. Soft Computing Research Society, 2023. http://dx.doi.org/10.52458/978-81-95502-00-4-76.
Texte intégral« Optimum Design of Carbon Fiber-Reinforced Polymer for Increasing Shear Capacity of Beams ». Dans 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.
Texte intégralMaazoun, Azer. « New Technique to Protect RC Slabs Against Explosions Using CFRP as Externally Bonded Reinforcement ». Dans Critical Energy Infrastructure Protection. IOS Press, 2022. http://dx.doi.org/10.3233/nicsp220010.
Texte intégralMohan Raisinghani, Bhushan. « Natural Hazards - Impacts, Adjustments and Resilience ». Dans Natural Hazards - Impacts, Adjustments and Resilience [Working Title]. IntechOpen, 2020. http://dx.doi.org/10.5772/intechopen.94303.
Texte intégralActes de conférences sur le sujet "Concrete cone capacity"
« Self-Compacting Concrete Properties of Recycled Coarse Aggregate ». Dans Recent Advancements in Geotechnical Engineering. Materials Research Forum LLC, 2021. http://dx.doi.org/10.21741/9781644901618-15.
Texte intégralVigneri, Valentino, Christoph Odenbreit et Matthias Braun. « Numerical evaluation of the plastic hinges developed in headed stud shear connectors in composite beams with profiled steel sheeting ». Dans 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.
Texte intégralFırat Yolacan, Taygun, et Markus Schäfer. « An experimental and numerical approach to investigate the load- deformation behaviour of anchorages with headed fasteners in reinforced-concrete columns ». Dans 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.
Texte intégral« Drift Capacity of Walls Accounting for Shear : The 2004 Canadian Code Provisions ». Dans 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.
Texte intégralWåsjø, Kasper, Terje P. Stavang et Tore H. Søreide. « Concrete Modeling for Extreme Wave Slam Events ». Dans 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.
Texte intégralAmir, Sana, Cor van der Veen, Joost C. Walraven et Ane de Boer. « Bearing capacity of transversely prestressed concrete deck slabs ». Dans 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.
Texte intégralCarrion, Juan E., William F. Baker et Charles Besjak. « Precast Core Wall System for High-Rise Buildings ». Dans 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.
Texte intégralXue, Yicong, Yong Yang, Yunlong Yu et Ruyue Liu. « Experimental study on mechanical performance of partially precast steel reinforced concrete beams ». Dans 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.
Texte intégralHe, Ziqi, Dan Gan, Tao Zhang et Xuhong Zhou. « Experimental investigation on the bamboo-concrete filled circular steel tubular stub columns ». Dans 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.
Texte intégralZhou, Aixin, Pengjun Luo, Takashi Takeuchi et Yuping Sun. « Effects of Core Concrete on the Buckling Behavior of Ultra-High Strength Reinforcement Bars ». Dans 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.
Texte intégralRapports d'organisations sur le sujet "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.
Texte intégralEXPERIMENTAL BEHAVIOR AND DESIGN OF RECTANGULAR CONCRETE-FILLED TUBULAR BUCKLING-RESTRAINED BRACES. The Hong Kong Institute of Steel Construction, décembre 2021. http://dx.doi.org/10.18057/ijasc.2021.17.4.5.
Texte intégralNUMERICAL STUDY ON SHEAR BEHAVIOUR OF ENHANCED C-CHANNELS IN STEEL-UHPC-STEEL SANDWICH STRUCTURES. The Hong Kong Institute of Steel Construction, septembre 2021. http://dx.doi.org/10.18057/ijasc.2021.17.3.4.
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