Relevant bibliographies by topics / High strength concrete Columns

Contents

  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers
  6. Reports

Academic literature on the topic 'High strength concrete Columns'

Author: Grafiati
Published: 4 June 2021
Last updated: 1 February 2022

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Journal articles on the topic "High strength concrete Columns"

1

Lahoud, Antoine E. "Slenderness effects in high-strength concrete columns." Canadian Journal of Civil Engineering 18, no. 5 (1991): 765–71. http://dx.doi.org/10.1139/l91-093.

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High-strength concretes are being increasingly used in the columns of high-rise buildings. Analytical studies of the slenderness effects in these columns have been very limited. The behavior of slender columns with normal- and high-strength concretes is studied using a finite element program. Differences and similarities in long-term and short-term behaviors between high-strength and normal-strength slender concrete columns are noted and discussed. Key words: columns, slenderness, high-strength concrete, creep, finite elements.
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Vasilenko, Anastasia, Dmitry Chernogorsky, Dmitry Strakhov, and Leonid Sinyakov. "High-strength concrete eccentrically compressed elements." E3S Web of Conferences 140 (2019): 02017. http://dx.doi.org/10.1051/e3sconf/201914002017.

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The article is devoted to the analysis of technical and economic efficiency of application of high-strength concrete (HSC) in the eccentrically compressed columns. In the first part of the paper, the effect of concrete grade on in-creasing the column stiffness depending on steel ratio at different values of the relative eccentricity is considered. According to the results of the calculation, application of HSC is most effective at low values of the relative ec-centricity because increasing the concrete strength leads to more intensive increasing of column stiffness than increasing of steel rat
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Liang, Yong Duo, Zhi Guo Sun, Gong Cai Chi, and Bing Jun Si. "Analysis of Equivalent Plastic Hinge Length of High Strength Concrete Bridge Columns by Using High Strength Reinforcements." Applied Mechanics and Materials 90-93 (September 2011): 1144–48. http://dx.doi.org/10.4028/www.scientific.net/amm.90-93.1144.

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The use of high strength reinforcement and high strength concrete in bridge columns is increasing due to many advantages of the high strength materials. In order to study the equivalent plastic hinge length of reinforced concrete bridge columns，37 column test results by using high strength reinforcement and high concrete were collected. Then, the equations proposed by Priestley, Paulay, Telemachos and JTG/T B02-01-2008 to predict the equivalent plastic hinge length of the columns were evaluated based on the experimental results. Influence factors which affect the equivalent plastic hinge lengt
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Fenollosa, Ernesto, Iván Cabrera, Verónica Llopis, and Adolfo Alonso. "Non-linear Analysis of Slender High Strength Concrete Column." Civil Engineering Journal 5, no. 7 (2019): 1440–51. http://dx.doi.org/10.28991/cej-2019-03091343.

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This article shows the influence of axial force eccentricity on high strength concrete columns design. The behavior of columns made of normal, middle and high strength concrete with slenderness values between 20 and 60 under an eccentric axial force has been studied. Structural analysis has been developed by means of software which considers both geometrical and mechanical non-linearity. The sequence of points defined by increasing values of axial force and bending moment produced by eccentricity has been represented on the cross-section interaction diagram until failure for each tested column
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Zhang, Shaohua, Xizhi Zhang, Shengbo Xu, and Xingqian Li. "Seismic behavior of normal-strength concrete-filled precast high-strength concrete centrifugal tube columns." Advances in Structural Engineering 23, no. 4 (2019): 614–29. http://dx.doi.org/10.1177/1369433219878855.

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This study reports the cyclic loading test results of normal-strength concrete-filled precast high-strength concrete centrifugal tube columns. Seven half-scale column specimens were tested under cyclic loads and axial compression loads to investigate their seismic behavior. The major parameters considered in the test included axial compression ratio, filled concrete strength, and volumetric stirrup ratio. The structural behavior of each specimen was investigated in terms of failure modes, hysteresis behavior, bearing capacity, dissipated energy, ductility, stiffness degradation, drift capacity
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Ali, A., Z. Soomro, S. Iqbal, N. Bhatti, and A. F. Abro. "Prediction of Corner Columns’ Load Capacity Using Composite Material Analogy." Engineering, Technology & Applied Science Research 8, no. 2 (2018): 2745–49. http://dx.doi.org/10.48084/etasr.1879.

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There are numerous reasons for which concrete has become the most widely used construction material in buildings, one of them being its availability in different types, such as fiber-reinforced, lightweight, high strength, conventional and self-compacting concrete. This advantage is specially realized in high-rise building construction, where common construction practice is to use concretes of different types or strength classes in slabs and columns. Columns in such structures are generally made from concrete which is higher in compressive strength than the one used in floors or slabs. This ra
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Li, Xiao Wei, Xue Wei Li, and Xin Yuan. "Seismic Performance of High Titanium Heavy Slag High Strength Concrete Columns." Applied Mechanics and Materials 174-177 (May 2012): 455–59. http://dx.doi.org/10.4028/www.scientific.net/amm.174-177.455.

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For expedite the development of high titanium heavy slag concrete, eight high titanium heavy slag high strength reinforced concrete (HTHS-HSRC) scale model column are studied. The eight HTHS-HSRC model columns are tested under reversed horizontal force. Primary experimental parameters include axial load ratio varying from 0.3 to 0.5, volumetric ratios of transverse reinforcement ranging from 1.38% to 1.56%, strength of high titanium heavy slag high strength concrete varying from 55.9 to 61.6 N/mm2 and configurations of transverse reinforcement. It is found from the test result that HTHS-HSRC m
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Qi, Yue. "Experimental Research on Bearing Capacity of Concrete Columns with High Strength Concrete Core under Axial Compression Loading." Advanced Materials Research 479-481 (February 2012): 2041–45. http://dx.doi.org/10.4028/www.scientific.net/amr.479-481.2041.

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Based on experimental research on plain concrete columns with high strength concrete core, the formula to predict the bearing capacity of concrete columns with high strength concrete core under axial compression loading was brought forward in previous paper, in order to verify the formula whether right, axial compression test including 3 concrete columns with high strength concrete core and 1 ordinary reinforced concrete column were completed, and the failure characteristic was analyzed additionally. According to experimental results, it can be shown that the failure modes of concrete columns
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Majeet, Anas Hameed, and Ahmad Jabar Hussain Alshamary. "The Performance of Self-Compacted High Strength Concrete Columns with Laced Steel Section." Civil Engineering Journal 4, no. 11 (2018): 2606. http://dx.doi.org/10.28991/cej-03091185.

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In view of the great orientation to the steel buildings and the large role played by the columns in carrying and transferring the loads it is necessary to go to strengthen the steel rolled columns to meet the requirements of the architecture that witch is looking for large spacing. In present paper this research the objectives of this research can be summarized as following: prevent local buckling occurs in columns, strengthen the steel columns from the weak axis in a new methodology, to compare buckling loads of single lacing reinforcement versus double lacing reinforcement and obtain a high
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Kleshchevnikova, Varvara, Ksenia Strelets, Svetlana Belyaeva, Olga Nikonova, Yulia Volkova, and Aleksandr Panfilov. "Dispersed reinforcement of columns of a high-rise building." E3S Web of Conferences 157 (2020): 06029. http://dx.doi.org/10.1051/e3sconf/202015706029.

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The article deals with the application of combined reinforcement of concrete with steel and basalt fibers. A model of a high-rise building was calculated in the LIRA-SAPR 2013 software. Design and characteristic strength of steel fiber and basalt fiber reinforced concretes to compression and tension and the initial elastic modulus were determined to calculate the model. Comparison of the effect of B40 concrete steel fiber reinforced concrete (SFRC) and basalt fiber reinforced concrete (BFRC) on column reinforcement was performed by comparing the required areas of reinforcement, as well as the
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Dissertations / Theses on the topic "High strength concrete Columns"

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Zaina, Mazen Said Civil &amp Environmental Engineering Faculty of Engineering UNSW. "Strength and ductility of fibre reinforced high strength concrete columns." Awarded by:University of New South Wales. School of Civil and Environmental Engineering, 2005. http://handle.unsw.edu.au/1959.4/22054.

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The main structural objectives in column design are strength and ductility. For higher strength concretes these design objectives are offset by generally poor concrete ductility and early spalling of the concrete cover. When fibres are added to the concrete the post peak characteristics are enhanced, both in tension and in compression. Most of the available experimental data, on fibre reinforced concrete and fibre reinforced high strength concrete columns, suggest that an improvement in both ductility and load carrying capacity due to the inclusion of the fibres. In this thesis the ductility
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Xue, Hongyu. "Structural behaviour of high strength concrete columns." Thesis, University of Westminster, 1997. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.339246.

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Friis, Jesper. "Structural performance of confined high strength concrete columns." Thesis, City University London, 2003. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.397864.

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Razvi, Salim R. "Confinement of normal and high-strength concrete columns." Thesis, University of Ottawa (Canada), 1995. http://hdl.handle.net/10393/10075.

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A comprehensive research project was conducted to investigate the behaviour and design of earthquake resistant normal-strength and high-strength concrete columns. The project included three essential components; testing of full size columns, development of an analytical model, and development of a design procedure. The experimental program consisted of material research and structural testing. The first phase was designed to study mechanical properties of high-strength concrete, which involved testing of a large number of concrete cylinders. The second phase was designed to investigate perform
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Bayrak, Oguzhan. "Seismic performance of rectilinearly confined high strength concrete columns." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1999. http://www.collectionscanada.ca/obj/s4/f2/dsk3/ftp04/nq41101.pdf.

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Ho, Ching-ming Johnny. "Design and detailing of high strength reinforced concrete columns in Hong Kong." Hong Kong : University of Hong Kong, 2000. http://sunzi.lib.hku.hk/hkuto/record.jsp?B22331815.

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Lipien, Wojciech. "Behaviour of square high-strength concrete columns under load reversals." Thesis, University of Ottawa (Canada), 1996. http://hdl.handle.net/10393/9734.

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Strength and deformation characteristics of 10 square confined high-strength concrete columns were investigated. Properties of columns were selected to allow assessment of the importance of confinement parameters for high-strength concrete columns. The specimens were tested under constant axial compression and incrementally increasing lateral deformation reversals, simulating seismic action. The data indicate that high-strength concrete columns can be confined to behave in a ductile manner. The volumetric ratio of confinement reinforcement required for high strength concrete columns is higher
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Alfawakhiri, Farid. "Behavior of high strength concrete filled circular steel tube beam-columns." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1997. http://www.collectionscanada.ca/obj/s4/f2/dsk3/ftp04/mq26298.pdf.

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Montgomery, David L. "Behavior of spirally reinforced high strength concrete columns under axial loading." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1996. http://www.collectionscanada.ca/obj/s4/f2/dsk3/ftp04/MQ51538.pdf.

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Baingo, Darek. "Performance of circular high-strength concrete columns under lateral load reversals." Thesis, University of Ottawa (Canada), 1996. http://hdl.handle.net/10393/9864.

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In recent years, high-strength concrete (HSC) has gained a more widespread acceptance in the construction industry. In spite of the advantages inherent to HSC, concerns still exist about its relative brittleness, particularly in regions of high seismic risk. An experimental and analytical investigation was conducted to study the behaviour of circular HSC columns subjected to simulated seismic loading. The experimental program included the testing of nine full-scale circular columns under combined axial compression and lateral load reversals. The emphasis was on the strength and deformation cha
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Books on the topic "High strength concrete Columns"

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Ibrahim, Hisham H. H. Flexural behavior of high strength concrete columns. Dept. of Civil Engineering, University of Alberta, 1994.

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Sundararaj, Palanimuthu (Ravi). High strength concrete columns under eccentric load. National Library of Canada, 1992.

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Chiew, Sing-Ping, and Yan-Qing Cai. Design of High Strength Steel Reinforced Concrete Columns. CRC Press, 2018. http://dx.doi.org/10.1201/9781351203951.

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Xie, Jueren. Numerical investigation of eccentrically loaded tied high strength concrete columns. Dept. of Civil Engineering, University of Alberta, 1994.

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Chiew, Sing-Ping, and Yan-Qing Cai. Design Examples for High Strength Steel Reinforced Concrete Columns. CRC Press, 2018. http://dx.doi.org/10.1201/9780429469428.

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Bayrak, Oguzhan. High strength concrete columns subjected to earthquake type loading. National Library of Canada, 1994.

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Montgomery, David L. Behavior of spirally reinforced high-strength concrete columns under axial loading. National Library of Canada, 1996.

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USA-Australia Workshop on High Performance Concrete (1997 Sydney, N.S.W.). Proceedings of the USA-Australia Workshop on High Performance Concrete (HPC), Sydney, Australia, August 20-23, 1997. Curtin University of Technology, School of Civil Engineering, 1997.

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9

Kim, Young Joon. The shear response of circular concrete columns reinforced with high strength steel spirals. National Library of Canada, 2000.

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Xin, Xian Zuo. Behaviour of reinforced concrete interior beam-column joints designed using high strength concrete and steel. University of Canterbury, Dept. of Civil Engineering, 1992.

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Book chapters on the topic "High strength concrete Columns"

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Chiew, Sing-Ping, and Yan-Qing Cai. "Concrete confinement model." In Design of High Strength Steel Reinforced Concrete Columns. CRC Press, 2018. http://dx.doi.org/10.1201/9781351203951-3.

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Chiew, Sing-Ping, and Yan-Qing Cai. "Design of steel-reinforced concrete columns." In Design of High Strength Steel Reinforced Concrete Columns. CRC Press, 2018. http://dx.doi.org/10.1201/9781351203951-5.

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Chiew, Sing-Ping, and Yan-Qing Cai. "Concrete creep and shrinkage model." In Design of High Strength Steel Reinforced Concrete Columns. CRC Press, 2018. http://dx.doi.org/10.1201/9781351203951-4.

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Chiew, Sing-Ping, and Yan-Qing Cai. "Introduction." In Design of High Strength Steel Reinforced Concrete Columns. CRC Press, 2018. http://dx.doi.org/10.1201/9781351203951-1.

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Chiew, Sing-Ping, and Yan-Qing Cai. "Materials." In Design of High Strength Steel Reinforced Concrete Columns. CRC Press, 2018. http://dx.doi.org/10.1201/9781351203951-2.

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Chiew, Sing-Ping, and Yan-Qing Cai. "Fire design." In Design of High Strength Steel Reinforced Concrete Columns. CRC Press, 2018. http://dx.doi.org/10.1201/9781351203951-6.

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Chiew, Sing-Ping, and Yan-Qing Cai. "Design examples." In Design Examples for High Strength Steel Reinforced Concrete Columns. CRC Press, 2018. http://dx.doi.org/10.1201/9780429469428-1.

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Tanabe, Yusuke, Daisuke Honma, and Masaro Kojima. "Structural Performance of Slender High-Strength SFRC Columns (Fc300) Under Axial and Lateral Loadings." In Concrete Structures in Earthquake. Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-13-3278-4_23.

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Ma, Yishuo, and Yuanfeng Wang. "Parametric Analysis for Creep of High-Strength Concrete Columns Confined by AFRP." In Advances in FRP Composites in Civil Engineering. Springer Berlin Heidelberg, 2011. http://dx.doi.org/10.1007/978-3-642-17487-2_85.

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Bompa, Dan V., and Ahmed Y. Elghazouli. "Punching Shear Strength of RC Flat Slabs Provided with Shear-Heads at Interior Connections to Steel Columns." In High Tech Concrete: Where Technology and Engineering Meet. Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-59471-2_96.

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Conference papers on the topic "High strength concrete Columns"

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Jin, Jiang, Wei Bao, J. Liu, and Z. Y. Peng. "Numerical study on the effect of welding and heating treatments on strength of high strength steel column." In 12th international conference on ‘Advances in Steel-Concrete Composite Structures’ - ASCCS 2018. Universitat Politècnica València, 2018. http://dx.doi.org/10.4995/asccs2018.2018.8370.

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High strength steel box columns are usually fabricated from steel slab by applying welding. The welding process can introduce residual stresses and geometric imperfections into the columns and influence the column strength. In this study, a numerical investigation on the behavior of high strength steel thin-walled box columns under the compression force was carried out. The welding processes were firstly simulated with commercial package ABAQUS in this study to find out the residual stress distributions in high strength steel box column. After that, the column behaviors under the compression w
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Lai, Zhichao, and Amit Varma. "Analysis and behavior of high-strength rectangular CFT columns." In 12th international conference on ‘Advances in Steel-Concrete Composite Structures’ - ASCCS 2018. Universitat Politècnica València, 2018. http://dx.doi.org/10.4995/asccs2018.2018.6957.

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The current AISC Specification (AISC 360-16) specifies the material strength limits for concrete-filled steel tube (CFT) columns. According to AISC 360-16, the steel yield stress (Fy) for CFT columns should not exceed 525 MPa, and the concrete compressive strength (f’c) should not exceed 70 MPa. CFT columns are classified as high strength if either Fy or f’c exceeds these specified limits, and are classified as conventional strength if both Fy and f’c are less than or equal to the limits. Due to lack of adequate research and comprehensive design equations, AISC 360-16 does not endorse the use
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Ho, J. C. M., and A. K. H. Kwan. "Improving Flexural Ductility of High-Strength Concrete Columns." In 7th International Conference on Tall Buildings. Research Publishing Services, 2009. http://dx.doi.org/10.3850/9789628014194_0053.

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Bergmann, Reinhard, Ram Puthli, and Oliver Fleischer. "Behavior of Composite Columns Using High Strength Steel Sections." In Composite Construction in Steel and Concrete IV Conference 2000. American Society of Civil Engineers, 2002. http://dx.doi.org/10.1061/40616(281)46.

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Uy, B. "High Strength Steel-Concrete Composite Columns: Applications and Design." In Structures Congress 2005. American Society of Civil Engineers, 2005. http://dx.doi.org/10.1061/40753(171)108.

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Liew, Richard. "Ultra-High Strength Concrete Filled Columns for Highrise Buildings." In 4th International Conference on Steel & Composite Structures. Research Publishing Services, 2010. http://dx.doi.org/10.3850/978-981-08-6218-3_key-7.

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LI, J., M. MOULSDALE, and M. N. S. HADI. "EXTERNALLY CONFINED HIGH STRENGTH CONCRETE COLUMNS UNDER ECCENTRIC LOADING." In Proceedings of the Sixth International Symposium on FRP Reinforcement for Concrete Structures (FRPRCS–6). World Scientific Publishing Company, 2003. http://dx.doi.org/10.1142/9789812704863_0057.

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Nikbakht, Ehsan, Ahmed Al-Nini, Saleh Mohammed Dahi, and Mst Sadia Mahzabin. "Lateral Behaviour of PT Segmental Bridge Columns with Ultra High Strength Concrete (UHSC)." In IABSE Conference, Kuala Lumpur 2018: Engineering the Developing World. International Association for Bridge and Structural Engineering (IABSE), 2018. http://dx.doi.org/10.2749/kualalumpur.2018.0732.

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<p>In recent years, application of precast post-tensioned (PT) segmental columns consisting of a number of precast segments and footing foundation aligned and connected altogether by post tensioning strands, has shown increasing focus in seismic regions due to their advantages over traditional columns including self-centering capability with low residual displacement and permanent deformation under severe lateral seismic loading. Recently, there have been an emerge of interest to use ultra-high strength concrete (UHSC) due to their great tensile and compressive strengths. In this study,
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Bergmann, Reinhard, and Gerhard Hanswille. "New Design Method for Composite Columns Including High Strength Steel." In Fifth International Conference on Composite Construction in Steel and Concrete. American Society of Civil Engineers, 2006. http://dx.doi.org/10.1061/40826(186)36.

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Raut, Nikhil, and Venkatesh Kodur. "Behavior of High Strength Concrete Columns under Design Fire Scenarios." In Structures Congress 2009. American Society of Civil Engineers, 2009. http://dx.doi.org/10.1061/41031(341)74.

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Reports on the topic "High strength concrete Columns"

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QI, H., Y. DU, B. WANG, and R. Liew. STUDY ON TEMPERATURE DISTRIBUTION OF HIGH STRENGTH CONCRETE FILLED STEEL TUBULAR COLUMNS DUE TO FIRE. The Hong Kong Institute of Steel Construction, 2018. http://dx.doi.org/10.18057/icass2018.p.165.

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Chou, Chung-Che, and Sung-Cheng Wu. TEST AND FINITE ELEMENT ANALYSIS OF HIGH-STRENGTH CONCRETE FILLED STEEL BOX COLUMNS UNDER COMBINED HIGH-AXIAL LOAD AND CYCLIC-LATERAL LOAD. The Hong Kong Institute of Steel Construction, 2018. http://dx.doi.org/10.18057/icass2018.p.158.

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Phan, L. T. Fire performance of high-strength concrete:. National Institute of Standards and Technology, 1996. http://dx.doi.org/10.6028/nist.ir.5934.

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Duthinh, Dat. Shear strength of high-strength concrete walls and deep beams. National Institute of Standards and Technology, 2000. http://dx.doi.org/10.6028/nist.ir.6495.

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A. M. Weidner, C. P. Pantelides, W. D. Richins, and T. Dynamic Tests of High Strength Concrete Cylinders. Office of Scientific and Technical Information (OSTI), 2012. http://dx.doi.org/10.2172/1084653.

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Duthinh, Dat, and Nicholas J. Carino. Shear design of high-strength concrete beams:. National Institute of Standards and Technology, 1996. http://dx.doi.org/10.6028/nist.ir.5870.

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Lai, Zhichao, and Amit H. Varma. ON THE ANALYSIS AND BEHAVIOR OF HIGH-STRENGTH CIRCULAR CFT COLUMNS. The Hong Kong Institute of Steel Construction, 2018. http://dx.doi.org/10.18057/icass2018.p.071.

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Phan, Long T., and Nicholas J. Carino. Mechanical properties of high-strength concrete at elevated temperatures. National Institute of Standards and Technology, 2001. http://dx.doi.org/10.6028/nist.ir.6726.

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Ramirez, J., and Gerardo Aguilar. Shear Reinforcement Requirements for High-Strength Concrete Bridge Girders. Purdue University, 2005. http://dx.doi.org/10.5703/1288284313393.

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Kurama, Yahya C., and Ashley P. Thrall. Prefabricated High-Strength Rebar Systems with High-Performance Concrete for Accelerated Construction of Nuclear Concrete Structures. Office of Scientific and Technical Information (OSTI), 2018. http://dx.doi.org/10.2172/1493583.

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