Academic literature on the topic 'Hybrid columns'
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Journal articles on the topic "Hybrid columns"
Shendrik, V. A. "STRUCTURAL EVALUATION OF REINFORCED CONCRETE COLUMN WITH COMPOSITE GFRP SHELL -- A STRUCTURAL ELEMENTOF BRIDGE PIER." Russian Journal of Building Construction and Architecture, no. 2(50) (May 21, 2021): 74–84. http://dx.doi.org/10.36622/vstu.2021.50.2.006.
Full textVeselov, V., M. Abu-Khasan, and V. Egorov. "Hybrid Column Designs for Industrial Buildings." IOP Conference Series: Earth and Environmental Science 988, no. 5 (February 1, 2022): 052065. http://dx.doi.org/10.1088/1755-1315/988/5/052065.
Full textShubbar, Hasanain A., and Nameer A. Alwash. "The Fire Exposure Effect on Hybrid Reinforced Reactive Powder Concrete Columns." Civil Engineering Journal 6, no. 2 (February 1, 2020): 363–74. http://dx.doi.org/10.28991/cej-2020-03091476.
Full textLi, Jian Hui, Ying Li, and Zong Cai Deng. "Envelope Response of Corroded RC Circular Columns Strengthened with Hybrid Fiber Reinforced Polymers." Advanced Materials Research 255-260 (May 2011): 3124–28. http://dx.doi.org/10.4028/www.scientific.net/amr.255-260.3124.
Full textFilelis-Papadopoulos, Christos K., and George A. Gravvanis. "Hybrid multilevel solution of sparse least-squares linear systems." Engineering Computations 34, no. 8 (November 6, 2017): 2752–66. http://dx.doi.org/10.1108/ec-10-2016-0353.
Full textWang, Dong, Yong Jun Liu, and Zhu Yan Li. "Test Study on Seismic Behavior of New Hybrid SCCC Columns." Advanced Materials Research 368-373 (October 2011): 353–56. http://dx.doi.org/10.4028/www.scientific.net/amr.368-373.353.
Full textFakharifar, Mostafa, Genda Chen, Mahdi Arezoumandi, and Mohamed ElGawady. "Hybrid Jacketing for Rapid Repair of Seismically Damaged Reinforced Concrete Columns." Transportation Research Record: Journal of the Transportation Research Board 2522, no. 1 (January 2015): 70–78. http://dx.doi.org/10.3141/2522-07.
Full textYang, Lanjie, Hongguang Wang, and Shansong Gao. "Study on Axial Compression Behavior of Concrete Short Columns Confined by Flax/Glass Fiber Hybrid-Reinforced Epoxy Resin Composites." Polymers 14, no. 3 (January 27, 2022): 517. http://dx.doi.org/10.3390/polym14030517.
Full textPatel, Nishiben, Krishna R. Gupta, and Milind J. Umekar. "An Overview of Monolithic Column: Types, Parameters and Applications." Journal of Drug Delivery and Therapeutics 12, no. 4-S (August 15, 2022): 223–31. http://dx.doi.org/10.22270/jddt.v12i4-s.5521.
Full textTeng, Jin-Guang, Zihao Wang, Tao Yu, Yang Zhao, and Li-Juan Li. "Double-tube concrete columns with a high-strength internal steel tube: Concept and behaviour under axial compression." Advances in Structural Engineering 21, no. 10 (February 14, 2018): 1585–94. http://dx.doi.org/10.1177/1369433217746838.
Full textDissertations / Theses on the topic "Hybrid columns"
NAGUIB, WASSIM IHAB. "LONG-TERM BEHAVIOR OF HYBRID FRP-CONCRETE BEAM-COLUMNS." University of Cincinnati / OhioLINK, 2001. http://rave.ohiolink.edu/etdc/view?acc_num=ucin982590541.
Full textShi, Yilei. "Seismic Performance of Hybrid Fiber Reinforced Polymer-Concrete Pier Columns." FIU Digital Commons, 2009. http://digitalcommons.fiu.edu/etd/101.
Full textTrono, William Dean. "Earthquake Resilient Bridge Columns Utilizing Damage Resistant Hybrid Fiber Reinforced Concrete." Thesis, University of California, Berkeley, 2014. http://pqdtopen.proquest.com/#viewpdf?dispub=3640671.
Full textModern reinforced concrete bridges are designed to avoid collapse and to prevent loss of life during earthquakes. To meet these objectives, bridge columns are typically detailed to form ductile plastic hinges when large displacements occur. California seismic design criteria acknowledges that damage such as concrete cover spalling and reinforcing bar yielding may occur in columns during a design-level earthquake.
The seismic resilience of bridge columns can be improved through the use of a damage resistant hybrid fiber reinforced concrete (HyFRC). Fibers delay crack propagation and prevent spalling under extreme loading conditions, and the material resists many typical concrete deterioration mechanisms through multi-scale crack control.
Little is known about the response of the material when combined with conventional reinforcing bars. Therefore, experimental testing was conducted to evaluate such behaviors. One area of focus was the compression response of HyFRC when confined by steel spirals. A second focus was the tensile response of rebar embedded in HyFRC. Bridge columns built with HyFRC would be expected to experience both of these loading conditions during earthquakes.
The third focus of this dissertation was the design, modeling, and testing of an innovative damage resistant HyFRC bridge column. The column was designed to rock about its foundation during earthquakes and to return to its original position thereafter. In addition to HyFRC, it was designed with unbonded post-tensioning, unbonded rebar, and headed rebar which terminated at the rocking plane. Because of these novel details, the column was not expected to incur damage or residual displacements under earthquake demands exceeding the design level for ordinary California bridges. A sequence of scaled, three dimensional ground motion records was applied to the damage resistant column on a shaking table. An equal scale reinforced concrete reference column with conventional design details was subjected to the same motions for direct comparison.
Compression tests showed that the ductility of HyFRC is superior to concrete in the post-peak softening branch of the response. HyFRC achieved a stable softening response and had significant residual load capacity even without spiral confinement. Concrete required the highest tested levels of confinement to achieved comparable post-peak ductility. Tension tests showed that HyFRC provides a substantial strength enhancement to rebar well beyond their yield point. Interesting crack localization behavior was observed in HyFRC specimens and appeared to be dependent on the volumetric ratio of rebar.
The damage resistant HyFRC bridge column attained its design objectives during experimental testing. It exhibited pronounced reentering behavior with only light damage under earthquake demands 1.5 to 2.0 times the design level. It accumulated only 0.4% residual drift ratio after seven successive ground motions which caused a peak drift ratio of 8.0%. The conventional reinforced concrete column experienced flexural plastic hinging with extensive spalling during the same seven motions. It accumulated 6.8% residual drift ratio after enduring a peak drift ratio of 10.8%.
Massari, Milena. "Hybrid precast concrete dual-shell steel bridge columns under lateral loading." Master's thesis, Alma Mater Studiorum - Università di Bologna, 2012. http://amslaurea.unibo.it/3054/.
Full textZohrevand, Pedram. "Novel Hybrid Columns Made of Ultra-High Performance Concrete and Fiber Reinforced Polymers." FIU Digital Commons, 2012. http://digitalcommons.fiu.edu/etd/627.
Full textKaragiannis, Vasileios. "Behaviour of hybrid timber-steel beam-to-column connections." Thesis, Imperial College London, 2017. http://hdl.handle.net/10044/1/59187.
Full textEder, Martin A. "Inelastic behaviour of hybrid steel/concrete column-to-flat slab assemblages." Thesis, Imperial College London, 2011. http://hdl.handle.net/10044/1/7017.
Full textKhusru, Shovona. "High performance hybrid structural column with rubberised concrete under axial compressive loading." Thesis, Queensland University of Technology, 2022. https://eprints.qut.edu.au/233665/1/Shovona_Khusru_Thesis.pdf.
Full textMcLean, Michael M. "Phenyl Functionalized Sol-gel Silica Sorbent for Capillary Microextraction and Chromia-Based Sol-gel Ucon Stationary Phase for Capillary Gas Chromatography." Scholar Commons, 2014. https://scholarcommons.usf.edu/etd/5374.
Full textNguyen, Cong-Danh. "Workload- and Data-based Automated Design for a Hybrid Row-Column Storage Model and Bloom Filter-Based Query Processing for Large-Scale DICOM Data Management." Thesis, Université Clermont Auvergne (2017-2020), 2018. http://www.theses.fr/2018CLFAC019/document.
Full textIn the health care industry, the ever-increasing medical image data, the development of imaging technologies, the long-term retention of medical data and the increase of image resolution are causing a tremendous growth in data volume. In addition, the variety of acquisition devices and the difference in preferences of physicians or other health-care professionals have led to a high variety in data. Although today DICOM (Digital Imaging and Communication in Medicine) standard has been widely adopted to store and transfer the medical data, DICOM data still has the 3Vs characteristics of Big Data: high volume, high variety and high velocity. Besides, there is a variety of workloads including Online Transaction Processing (OLTP), Online Analytical Processing (OLAP) and mixed workloads. Existing systems have limitations dealing with these characteristics of data and workloads. In this thesis, we propose new efficient methods for storing and querying DICOM data. We propose a hybrid storage model of row and column stores, called HYTORMO, together with data storage and query processing strategies. First, HYTORMO is designed and implemented to be deployed on large-scale environment to make it possible to manage big medical data. Second, the data storage strategy combines the use of vertical partitioning and a hybrid store to create data storage configurations that can reduce storage space demand and increase workload performance. To achieve such a data storage configuration, one of two data storage design approaches can be applied: (1) expert-based design and (2) automated design. In the former approach, experts manually create data storage configurations by grouping attributes and selecting a suitable data layout for each column group. In the latter approach, we propose a hybrid automated design framework, called HADF. HADF depends on similarity measures (between attributes) that can take into consideration the combined impact of both workload- and data-specific information to generate data storage configurations: Hybrid Similarity (a weighted combination of Attribute Access and Density Similarity measures) is used to group the attributes into column groups; Inter-Cluster Access Similarity is used to determine whether two column groups will be merged together or not (to reduce the number of joins); and Intra-Cluster Access Similarity is applied to decide whether a column group will be stored in a row or a column store. Finally, we propose a suitable and efficient query processing strategy built on top of HYTORMO. It considers the use of both inner joins and left-outer joins. Furthermore, an Intersection Bloom filter () is applied to reduce network I/O cost.We provide experimental evaluations to validate the benefits of the proposed methods over real DICOM datasets. Experimental results show that the mixed use of both row and column stores outperforms a pure row store and a pure column store. The combined impact of both workload-and data-specific information is helpful for HADF to be able to produce good data storage configurations. Moreover, the query processing strategy with the use of the can improve the execution time of an experimental query up to 50% when compared to the case where no is applied
Books on the topic "Hybrid columns"
Choong, Kok Keong, Jayaprakash Jaganathan, Sharifah Salwa Mohd Zuki, Shahiron Shahidan, and Nurul Izzati Raihan Ramzi Hannan. Concrete-Filled Double Skin Steel Tubular Column with Hybrid Fibre Reinforced Polymer. Singapore: Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-16-2715-6.
Full textKeller, Thomas. Use of fibre reinforced polymers in bridge construction. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2003. http://dx.doi.org/10.2749/sed007.
Full textLeslie, Thomas. “Built Mostly of Itself”: Chicago and Clay, 1874–1891. University of Illinois Press, 2017. http://dx.doi.org/10.5406/illinois/9780252037542.003.0002.
Full textKeong, Choong Kok, J. Jayaprakash Jaganathan, Sharifah Salwa Mohd Zuki, Shahiron Shahidan, and Nurul Izzati Raihan Ramzi Hannan. Concrete-Filled Double Skin Steel Tubular Column with Hybrid Fibre Reinforced Polymer: Post Fire Repair. Springer Singapore Pte. Limited, 2021.
Find full textIsao, Nishiyama, and Kensetsushō Kenchiku Kenkyūjo (Japan), eds. Summary of research on concrete-filled structural steel tube column system carried out under the US-Japan cooperative research program on composite and hybrid structures. [Tokyo]: Building Research Institute, Ministry of Construction, 2002.
Find full textBook chapters on the topic "Hybrid columns"
Cangioli, Filippo, Steven Chatterton, Paolo Pennacchi, and Edoardo Sabbioni. "Dynamic Characterization of Milling Plant Columns." In Rotating Machinery, Hybrid Test Methods, Vibro-Acoustics & Laser Vibrometry, Volume 8, 311–21. Cham: Springer International Publishing, 2016. http://dx.doi.org/10.1007/978-3-319-30084-9_29.
Full textAydın, Ferhat, Tahir Akgül, and Emine Aydın. "Investigation of Buckling Behavior of FRP-Concrete Hybrid Columns." In Lecture Notes in Civil Engineering, 436–48. Cham: Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-64349-6_35.
Full textNi, Junfeng, and Jinchun Chai. "DCM Columns and PVDs Hybrid Ground Improvement for Embankment Construction." In Lecture Notes in Civil Engineering, 719–31. Singapore: Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-16-0077-7_61.
Full textSimões da Silva, L., and Y. Harada. "Design of hybrid beam-to-column joints between RHS tubular columns and I-section beams." In Modern Trends in Research on Steel, Aluminium and Composite Structures, 53–65. London: Routledge, 2021. http://dx.doi.org/10.1201/9781003132134-5.
Full textChoong, Kok Keong, Jayaprakash Jaganathan, Sharifah Salwa Mohd Zuki, Shahiron Shahidan, and Nurul Izzati Raihan Ramzi Hannan. "Post-fire Behavior of Concrete-Filled Double Skin Steel Tubular Columns." In Concrete-Filled Double Skin Steel Tubular Column with Hybrid Fibre Reinforced Polymer, 19–36. Singapore: Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-16-2715-6_3.
Full textMallinadh, A. K., T. Chandra Sekhar Rao, and N. V. Ramana Rao. "Strength and Behavior of Hybrid Fiber-Reinforced Geopolymer Concrete Columns Under Uniaxial Compression." In Advances in Sustainable Construction Materials, 3–19. Singapore: Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-3361-7_1.
Full textJavad Hashemi, M., Riadh Al-Mahaidi, Robin Kalfat, Yassamin Al-Ogaidi, and John L. Wilson. "Response of Earthquake-Damaged RC Columns Repaired with CFRP Composites Using Hybrid Simulation." In High Tech Concrete: Where Technology and Engineering Meet, 887–94. Cham: Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-59471-2_103.
Full textChoong, Kok Keong, Jayaprakash Jaganathan, Sharifah Salwa Mohd Zuki, Shahiron Shahidan, and Nurul Izzati Raihan Ramzi Hannan. "Temperature Distribution and Post-fire Behavior of Concrete-Filled Double Skin Steel Tubular Columns." In Concrete-Filled Double Skin Steel Tubular Column with Hybrid Fibre Reinforced Polymer, 37–54. Singapore: Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-16-2715-6_4.
Full textChoong, Kok Keong, Jayaprakash Jaganathan, Sharifah Salwa Mohd Zuki, Shahiron Shahidan, and Nurul Izzati Raihan Ramzi Hannan. "Repair of Fire-Damaged Concrete-Filled Double Skin Steel Tubular Columns with Fiber Reinforced Polymer (FRP)." In Concrete-Filled Double Skin Steel Tubular Column with Hybrid Fibre Reinforced Polymer, 55–77. Singapore: Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-16-2715-6_5.
Full textAlvelos, Filipe, Amaro de Sousa, and Dorabella Santos. "Combining Column Generation and Metaheuristics." In Hybrid Metaheuristics, 285–334. Berlin, Heidelberg: Springer Berlin Heidelberg, 2013. http://dx.doi.org/10.1007/978-3-642-30671-6_11.
Full textConference papers on the topic "Hybrid columns"
Kanno, Ryoichi, Nobutaka Shimizu, and Tomoki Kobashi. "Bearing Failure of Beam–column Connections between Steel Beams and Reinforced Concrete Columns." In 10th International Conference on Advances in Steel Concrete Composite and Hybrid Structures. Singapore: Research Publishing Services, 2012. http://dx.doi.org/10.3850/978-981-07-2615-7_177.
Full text"An Experimental Evaluation of High-Strength Square CFT Columns." In SP-196: Composite and Hybrid Systems. American Concrete Institute, 2000. http://dx.doi.org/10.14359/10005.
Full textSheikh, Shamim Ahmed, and Zahra Kharal. "Corrosion-resistant Reinforced Concrete Columns." In IABSE Conference, Kuala Lumpur 2018: Engineering the Developing World. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2018. http://dx.doi.org/10.2749/kualalumpur.2018.0946.
Full text"Should I Use ACI 318 or LRFD for Designing Composite Columns?" In SP-196: Composite and Hybrid Systems. American Concrete Institute, 2000. http://dx.doi.org/10.14359/10001.
Full textNakahara, Hiroyuki, and Shinya Tokuda. "Shearing Behavior of Circular CFT Short Columns." In 10th International Conference on Advances in Steel Concrete Composite and Hybrid Structures. Singapore: Research Publishing Services, 2012. http://dx.doi.org/10.3850/978-981-07-2615-7_144.
Full textLam, N. T., J. Y. R. Liew, and Mingxiang Xiong. "Effective Length of Composite Columns Under Fire." In 10th International Conference on Advances in Steel Concrete Composite and Hybrid Structures. Singapore: Research Publishing Services, 2012. http://dx.doi.org/10.3850/978-981-07-2615-7_r013.
Full textSadeghian, Pedram, and Brandon Fillmore. "A Hybrid Composite System for Strengthening Concrete Columns." In Structures Congress 2018. Reston, VA: American Society of Civil Engineers, 2018. http://dx.doi.org/10.1061/9780784481332.007.
Full textYan, Qiaoling, Baochun Chen, and Tingmin Mu. "Experimental Study on Eccentrically Loaded CFST Composite Strut Columns." In 10th International Conference on Advances in Steel Concrete Composite and Hybrid Structures. Singapore: Research Publishing Services, 2012. http://dx.doi.org/10.3850/978-981-07-2615-7_140.
Full textZhai, Ximei, Hai Wu, and Lijuan Sun. "Stability Strength of Aluminum Alloy Columns under Concentric Compression." In 10th International Conference on Advances in Steel Concrete Composite and Hybrid Structures. Singapore: Research Publishing Services, 2012. http://dx.doi.org/10.3850/978-981-07-2615-7_340.
Full textGopalan, Harish, Dominic Denver John Chandar, Narasimha Rao Pillamarri, Guan Mengzhao, Rajeev K. Jaiman, Peifeng Ma, Haihua Xu, Ankit Choudhary, and Anis Hussain. "Numerical Investigation of Flow Interference Effects in Fixed and Vibrating Tandem Square Columns Using Hybrid RANS-LES Models." In ASME 2015 34th International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2015. http://dx.doi.org/10.1115/omae2015-41659.
Full textReports on the topic "Hybrid columns"
Zhang, Ziqian, and Gang Shi. EXPERIMENTAL STUDY ON BOX-T HYBRID SECTION COLUMNS UNDER COMPRESSION. The Hong Kong Institute of Steel Construction, December 2018. http://dx.doi.org/10.18057/icass2018.p.047.
Full textLyzanchuk, Vasyl. COMMUNICATIVE SYNERGY OF UKRAINIAN NATIONAL VALUES IN THE CONTEXT OF THE RUSSIAN HYBRID WAR. Ivan Franko National University of Lviv, February 2021. http://dx.doi.org/10.30970/vjo.2021.49.11077.
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