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Relevant bibliographies by topics / Long Column

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Academic literature on the topic 'Long Column'

Author: Grafiati

Published: 4 June 2021

Last updated: 1 February 2022

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Journal articles on the topic "Long Column"

1

Shahu, J. T., and Y. R. Reddy. "Estimating long-term settlement of floating stone column groups." Canadian Geotechnical Journal 51, no. 7 (2014): 770–81. http://dx.doi.org/10.1139/cgj-2012-0477.

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Design charts for estimating long-term drained settlement of floating stone column group foundations are presented based on three-dimensional, elastoplastic, finite element analyses. In the analyses, the soft soil behavior is represented by the modified Cam-clay model while the stone column and mat are represented by the Mohr–Coulomb model. The finite element predictions are calibrated against model test results. A detailed parametric study of prototype stone column group foundations of various configurations is carried out to evaluate the relative importance of various foundation parameters o

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Shaat, Amr, and Amir Fam. "Axial loading tests on short and long hollow structural steel columns retrofitted using carbon fibre reinforced polymers." Canadian Journal of Civil Engineering 33, no. 4 (2006): 458–70. http://dx.doi.org/10.1139/l05-042.

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This paper describes the behaviour of axially loaded short and long square hollow structural section (HSS) columns, strengthened with carbon fibre reinforced polymer (CFRP) sheets. Twenty-seven short-column and five long-column HSS specimens were tested. The effect of CFRP sheet orientation in the longitudinal and transverse directions was studied for short columns. For long columns, CFRP sheets were oriented in the longitudinal direction only. A maximum strength gain of 18% was achieved for short columns with two transverse CFRP layers. For long columns, the maximum strength gain of 23% was a

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Tao, Song Lei, Xing Ge Lian, Zi He Zhang, Yuan Hong Yu, and Zhi Fang Zhao. "A New Technique of Low-Pressure Long-Distance Soft Clay Pipeline Transportation." Advanced Materials Research 446-449 (January 2012): 2763–69. http://dx.doi.org/10.4028/www.scientific.net/amr.446-449.2763.

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A new technique of long-distance pipeline transportation of soft clay, which is related to Non Newton--Bingham pipe flow studies. Propose a method of non-continuous pneumatic conveying method with surface film lubrication, which will obviously reduce the friction between pipe wall and mud column and the Viscous resistance of clay. The air is injected to form air-column between mud columns. Adjust the lengths of mud column and air column and their proportion, and make the pushing force bigger than or near equivalent to the resistant force, until the optimum air-mud ratio for the required delive

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Lu, Guan Hong, and Zhan Wang. "Test Scheme and Result Analysis of New-Type Frame Structure with Column End of Steel-Concrete Composite Joint." Advanced Materials Research 919-921 (April 2014): 247–53. http://dx.doi.org/10.4028/www.scientific.net/amr.919-921.247.

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The frame column and frame structure with column end of steel-concrete composite joint is a new-type architectural structure. To obtain the mechanical property of the new-type frame column and frame structure, comparative tests between 6 new-type columns and 3 ordinary columns and comparative tests between new-type frames and ordinary frames are carried out. This paper elabrately introduces the specimen design, experiment load, test program, test results and others. Thus, the transformation and failure characteristics of new-type long and short columns at different axial compression ratios and

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Zhang, Zhen Peng, Jin Qiu Shao, Xue Yan Sun, and Hui Jun Liu. "Simulation of Soil Water and Salt Transport with Sand Column in Coastal Saline Soil Based on COMSOL." Applied Mechanics and Materials 614 (September 2014): 668–71. http://dx.doi.org/10.4028/www.scientific.net/amm.614.668.

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In the paper, transport of water and Cl- under leaching was 2D-digitally simulated with COMSOL Multi-physics. In a two-dimensional transient cross-sectional model. COSMOL was used to investigate water and solute transport in the soil column coupled with variable sand column forms, with “a” denoting no sand column, “b” with one vertical middle sand column, “c “ with one long Slanted sand column, “d” with two long Slanted X-shaped sand columns. The parameters of the model were primarily based on the soil physical properties measured at coastal clay loam saline soil in Tianjin. The simulation res

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Jones, N. B., K. Riedel, W. Allan, et al. "Long-term tropospheric formaldehyde concentrations deduced from ground-based fourier transform solar infrared measurements." Atmospheric Chemistry and Physics 9, no. 18 (2009): 7131–42. http://dx.doi.org/10.5194/acp-9-7131-2009.

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Abstract. We report a 13-year (1992–2005) dataset of total column measurements of formaldehyde (HCHO) over Lauder, New Zealand, inferred from solar infrared spectra measured using a high-resolution Fourier Transform Spectrometer (FTS). Ambient HCHO concentrations at this rural location are often close to levels typical of remote marine environments (<250 ppt), which are close to the detection limit using standard techniques. Consequently we develop a new method that successfully produces HCHO columns with sufficient sensitivity throughout the whole season. HCHO columns over Lauder have a st

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Ragheb, M. S. "Ultrasonic frequency driven long plasma column." Review of Scientific Instruments 73, no. 11 (2002): 3818–24. http://dx.doi.org/10.1063/1.1512333.

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Kalbach, James. "IA column: Navigating the long tail." Bulletin of the American Society for Information Science and Technology 34, no. 2 (2008): 36–38. http://dx.doi.org/10.1002/bult.2008.1720340211.

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Shoeib Soliman, Ata El-kareim. "Behavior of long confined concrete column." Ain Shams Engineering Journal 2, no. 3-4 (2011): 141–48. http://dx.doi.org/10.1016/j.asej.2011.09.003.

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Stapleton, Seth E., Cole C. McDaniel, William F. Cofer, and David I. McLean. "Performance of Lightly Confined Reinforced Concrete Columns in Long-Duration Subduction Zone Earthquakes." Transportation Research Record: Journal of the Transportation Research Board 1928, no. 1 (2005): 184–92. http://dx.doi.org/10.1177/0361198105192800120.

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The main goals of this research were to evaluate typical 1950s and 1960s as-built bridge columns in western Washington State in large subduction zone earthquakes and to investigate the dependency of failure mechanisms on loading history. Eight displacement histories were applied to eight nominally identical, half-scale, circular reinforced concrete columns expected to respond primarily in flexure (flexure-dominated). The main design deficiencies were a short longitudinal reinforcement lap splice at the base of the column (35 db) and inadequate transverse reinforcement. Test results showed that

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Dissertations / Theses on the topic "Long Column"

1

Arfaie, Mehdi. "Pressure transient analysis including column separation and behaviour of long pipelines." Thesis, University of Newcastle Upon Tyne, 1989. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.330263.

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Denny, Jack. "Investigating multi-axis long-duration blast response of steel column sections." Thesis, University of Southampton, 2017. https://eprints.soton.ac.uk/417714/.

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Long-duration blast waves are typically defined by positive pressure durations in excess of 100ms and are characteristic of very large explosive events. Such blasts generate substantial impulse and dynamic pressures (blast winds) that considerably exceed shorter duration blasts with the same peak overpressures, which are particularly damaging to drag-sensitive structural elements such as steel columns. A number of recent large-scale industrial accidents have highlighted the potential for multiple detonations to occur that can cause long-duration blasts to successively interact with structures,

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Pagès, Bernaus Adela. "Column-generation and interior point methods applied to the long-term electric power-planning problem." Doctoral thesis, Universitat Politècnica de Catalunya, 2006. http://hdl.handle.net/10803/6523.

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Aquesta tesi s'adreça al problema de planificació de la generació elèctrica a llarg termini per a una companyia específica (SGC) que participa en un mercat liberalitzat organitzat en un pool. Els objectius de la tesi són: modelitzar aquest problema, i desenvolupar i implementar tècniques apropiades i eficients que el resolguin.<br/> <br/>Un planificació òptima a llarg termini és important, per exemple, per a la confecció de pressupostos, o per a la gestió de compres/consum de combustibles. Una altra aplicació és la de guiar la planificació a curt termini perquè aquesta tingui en compte decisi

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YANG, Demao. "Compression Stability of High Strength Steel Sections with Low Strain-Hardening." University of Sydney. School of Civil Engineering, 2003. http://hdl.handle.net/2123/561.

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Thin-walled steel sections made from high strength thin cold-reduced G550 steel to Australian Standard AS 1397-1993 under compression are investigated experimentally and theoretically in this thesis. This thesis describes three series of compression tests performed on box-section stub columns, box-section long columns and lipped channel section columns cold-formed from high strength steel plates in 0.42 mm or 0.60 mm thickness with nominal yield stress of 550 MPa. The tests presented in this thesis formed part of an Australian Research Council research project entitled: Compression Stabili

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Chung, YuLin. "Existing Performance and Effect of Retrofit of High-Rise Steel Buildings Subjected to Long-Period Ground Motions." 京都大学 (Kyoto University), 2010. http://hdl.handle.net/2433/120856.

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Urio, Ricardo de Prá. "Cromatografia a líquido por injeção sequencial para a determinação de herbicidas triazínicos e metabólitos da atrazina explorando o uso de cela de longo caminho óptico e monitoramento on-line em estudos de adsorção." Universidade de São Paulo, 2011. http://www.teses.usp.br/teses/disponiveis/46/46136/tde-31082011-143740/.

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Estudou-se o emprego da Cromatografia a Líquido por Injeção Seqüencial (SIC) explorando o uso de uma cela de longo caminho óptico com guia de onda (LCW) de 100 cm para a melhora dos limites de detecção (LOD) e quantificação (LOQ) na determinação de atrazina (ATR), propazina (PRO) e simazina (SIM). Para isto, utilizou-se uma fase móvel com composição de 44:56 (v v-1) metanol : tampão acetato de amônio 1,25 mM, pH 4,7, coluna monolítica e a detecção espectrofotométrica em 238 nm. Obtiveram-se valores de LOD e LOQ, respectivamente, de 1,76 e 5,86 µg L-1 para ATR, 4,51 e 15 µg L-1 para P

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Lowry, Bonita Kristine. "Zinnia Growth and Water Use Efficiency in a Rate Study of Coconut Coir Pith and Sphagnum Peat Moss in Container Growing Substrates." The Ohio State University, 2015. http://rave.ohiolink.edu/etdc/view?acc_num=osu1419244167.

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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.

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Thompson, Theron James. "The effects of long-duration earthquakes on concrete bridges with poorly confined columns." Online access for everyone, 2004. http://www.dissertations.wsu.edu/Thesis/Fall2004/T%5FThompson%5F090304.pdf.

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Smith, Ward N. (Ward Nolan). "Leaching of 14C radio-labelled atrazine in long intact soil columns." Thesis, McGill University, 1991. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=60459.

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A leaching study was undertaken with $ sp{14}$C radio-labelled atrazine in long, intact, soil columns to investigate the fate and transport of atrazine in a Quebec sandy loam soil and to test two contaminant transport models, namely PRZM and LEACHMP.<br>Results indicated a large variation in atrazine concentration. The maximum levels in the leachate of the soil columns ranged from 0 to 11.2 $ mu$g/L. Deisopropyl-atrazine, the principal metabolite in the soil columns, was detected near the soil surface and did not leach beyond 15 cm depth. The adsorptive and desorptive capacity of atrazine in t

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Books on the topic "Long Column"

1

Keating, Frank. Long days, late nights: Sporting classics from his Punch column. Unwin Paperbacks, 1987.

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Randall, Kimberly, ed. I've been writing a newspaper column for so long I don't think I could hold a real job anymore: The wit and wisdom of Joe Kelly. Good Times Pub., 1995.

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3

Roy, Anuradha. Patterns of feminist consciousness in Indian women writers: A study of Anita Desai's Cry, the peacock, Nayantara Sahgal's Storm in Chandigarh, Attia Hosain's Sunlight on a broken column, Rama Mehta's Inside the haveli, Shashi Despande's That long silence. Prestige Books, 1999.

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Relief from IBS: Simple stepsfor long-term control of irritable bowel syndrome. European Medical Journal, 1995.

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5

Difference makers: Stories of those who dared : a collection of interview columns by Susan Long. World Scientific, 2005.

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6

Bill, James. The girl with the long back. Norton, 2004.

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Bill, James. The girl with the long back. Constable, 2003.

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8

Moustache Pete is dead!: Evviva baffo pietro! (long live Moustache Pete!) : the Fra noi columns 1985-1988. Bordighera Press, 2010.

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Gardaphé, Fred L. Moustache Pete is dead!: Evviva Baffo Pietro! (long live Moustache Pete!) : Italian/American oral tradition preserved in print ; the Fra noi columns, 1985-1988. Bordighera, 1997.

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10

Shah, Chirag D., and Maunak V. Rana. Advances in Dorsal Column Stimulation. Oxford University Press, 2018. http://dx.doi.org/10.1093/med/9780190626761.003.0017.

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Spinal cord stimulation (SCS) has been a long established therapy for various pain conditions including low back pain, failed back surgery syndrome, complex regional pain syndrome, and other neuropathic and nociceptive pain states. Since the first report of SCS in 1967 by Shealy, advances have occurred in the technology used to achieve clinical analgesia. Developments in both the hardware and software involved have led to significant improvements in functional specificity, as seen in dorsal root ganglion stimulation, along with increasing breadth and depth of the field of neuromodulation. The

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Book chapters on the topic "Long Column"

1

Fujimori, Minoru, Hisato Hara, and Hidemitsu Tsutsui. "Column 19. How Long Should Patients with Differentiated Thyroid Carcinoma Be Followed After Surgery?" In Treatment of Thyroid Tumor. Springer Japan, 2012. http://dx.doi.org/10.1007/978-4-431-54049-6_77.

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Jahn, Silvia, Michael Paul, and Delf Baacke. "Contaminant Release and Carbonate Availability of Sulphide-Bearing Waste Rock derived from Long-term Column Tests." In Uranium in the Aquatic Environment. Springer Berlin Heidelberg, 2002. http://dx.doi.org/10.1007/978-3-642-55668-5_47.

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Wang, Chi-Yuen, and Michael Manga. "Groundwater Temperature." In Lecture Notes in Earth System Sciences. Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-64308-9_8.

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AbstractChanges of temperature in response to earthquakes have long been documented and, in the case where systematic patterns of change can be discerned, may reveal important hydrogeologic processes. Progress in our understanding of these processes, however, has been slow, largely because systematic measurements are relatively scarce. In this chapter we review some cases where earthquake-induced changes of groundwater temperature were documented and interpreted. More importantly, we show that most interpretations are under-constrained and accurate explanation of the measured changes is often difficult. In order to better constrain the interpretation, co-located measurement of groundwater flow from conductive fractures or formations intersecting the wells is needed to interpret temperature measurements. An often neglected mechanism is turbulent mixing of water in wells, which may occur frequently during earthquakes because the water column in a well at thermal equilibrium with the local geotherm is usually in a state of mechanical disequilibrium.

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Geng, Yue, Gianluca Ranzi, Yu-yin Wang, Raymond Ian Gilbert, and Sumei Zhang. "State-of-the-art review on the time-dependent behaviour of composite steel-concrete columns." In Time-dependent behaviour and design of composite steel-concrete structures. International Association for Bridge and Structural Engineering (IABSE), 2021. http://dx.doi.org/10.2749/sed018.ch5.

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<p>This chapter presents a state-of-the-art review of the time-dependent behaviour of composite columns. The first part of the chapter outlines the available typologies and advantages of composite columns. This is followed by an overview of the time-dependent response of concrete (specific to composite columns) and an introduction to concrete confinement. The main part of the chapter is devoted to the state-of-the-art review on how concrete time effects influence the long-term and ultimate behaviour of concrete-filled steel tube (CFST) columns, and on the combined effects produced by sustained loading and chloride corrosion on CFST columns. The review then deals with the long-term behaviour of concrete-filled double skin tube (CFDST) and encased composite columns. The final parts of the chapter provide a review of the time-dependent differential axial shortening (DAS) in vertical components of multi-storey buildings and on the long-term response of arch bridges.</p>

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Hayashi, Tsuyoshi, and Tatsumi Sakurai. "Composite-oriented Variable Section Design and Buckling Strength of Long Columns." In Composite Structures 3. Springer Netherlands, 1985. http://dx.doi.org/10.1007/978-94-009-4952-2_13.

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Durner, Edward F. "The Latin square design." In Applied plant science experimental design and statistical analysis using the SAS® OnDemand for Academics. CABI, 2021. http://dx.doi.org/10.1079/9781789249927.0013.

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Abstract This chapter focuses on Latin square design. The vegetative to floral transition of the apical meristem in main crowns of strawberry plants were investigated. Five treatments was considered: (1) a control; (2) long days (16 hours) at 25°C; (3) long days at 10°C; (4) short days (8 hours) at 25°C; and (5) short days at 10°C. Experiments were set-up as a Latin square dividing each day's work schedule into five segments, thus have five rows (days), five columns (time of day) and five treatments. Results indicates that there was not much variability associated with the day of the week or the time of day for dissection.

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Najdanovic, Dusan, Renaud Favre, and Zivota Perisic. "Experimental Research of Reinforced Concrete Columns Behavior under the Long-Term Eccentric Normal Force." In Progress in Structural Engineering. Springer Netherlands, 1991. http://dx.doi.org/10.1007/978-94-011-3616-7_11.

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Ranzi, Gianluca, Graziano Leoni, Luigino Dezi, et al. "Design specifications for the time-dependent behaviour of composite steel-concrete structures." In Time-dependent behaviour and design of composite steel-concrete structures. International Association for Bridge and Structural Engineering (IABSE), 2021. http://dx.doi.org/10.2749/sed018.ch6.

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<p>This chapter deals with the long-term behaviour of composite members and structures used for building and bridge applications and provides a review of the relevant international serviceability limit state design methodologies, with particular focus given to the European, Australian and New Zealand, and American specifications. The first part of the chapter introduces the deflection limit requirements specified in design procedures for satisfying the serviceability limit state conditions. This is followed by a review of the design procedures recommended in the specifications for composite slabs, beams, and columns. Particular attention is devoted to reviewing design methodologies for the calculation of the displacements, for detailing, and for control of concrete cracking.</p>

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Ren, Q. X., T. G. Chen, C. K. Huang, and Y. H. Liu. "Nonlinear Finite Element Buckling Analysis of Square Reinforced Concrete long Columns Confined with Carbon Fiber Reinforced Plastic (CFRP) Sheets under Uniaxial Compression." In Computational Methods in Engineering & Science. Springer Berlin Heidelberg, 2006. http://dx.doi.org/10.1007/978-3-540-48260-4_60.

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Csővári, Mihály, and Gábor Simoncsics. "On-site column experiments." In Long-term Performance of Permeable Reactive Barriers. Elsevier, 2005. http://dx.doi.org/10.1016/s0927-5215(05)80010-4.

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Conference papers on the topic "Long Column"

1

Sulthana, U. Mashudha, and S. Arul Jayachandran. "Investigations on global buckling behaviour of concrete-filled double-skinned steel tubular columns." In 12th international conference on ‘Advances in Steel-Concrete Composite Structures’ - ASCCS 2018. Universitat Politècnica València, 2018. http://dx.doi.org/10.4995/asccs2018.2018.7144.

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Concrete-Filled Double-skinned Steel Tubular columns (CFDST) are proved to possess exceptional structural resistance in case of fire and multi-hazard situations. This superior quality of CFDST makes it preferable in long column applications. However, studies on the long column behaviour of CFDST is very few, and their results are not in line with the behaviour of CFST long columns. Whereas, several researches on stub column CFDST shows that, the axial compression behaviour of CFDST is similar to CFST. In this paper, selected results (4 numbers of circular CFDST specimens) from a large test dat

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Muramatsu, N., and H. Ando. "Efficiency of gripping mechanism using buckling phenomenon of long column." In 2008 IEEE International Conference on Robotics and Biomimetics. IEEE, 2009. http://dx.doi.org/10.1109/robio.2009.4913218.

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Muramatsu, N. "Development of Miniature Gripper Using Buckling Phenomenon of Long Column." In ASME 8th Biennial Conference on Engineering Systems Design and Analysis. ASMEDC, 2006. http://dx.doi.org/10.1115/esda2006-95003.

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This paper developed the element technologies for commercialization of the miniature gripper which was considered in the previous paper. There, making use of buckling phenomenon of a long column was tried for the opening and closing mechanism of the miniature gripper. As a result, it was verified which was useful as the opening and closing mechanism of the fingers because it does not need a special mechanism for displacement enlargement, so unique, original and simple. The results obtained are as follows. (1) In the manufacturing of a multi-finger hand, the way for a blank cut from the elastic

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Muramatsu, N., H. Ando, M. Takaki, H. Matsumoto, and Y. Kubouchi. "Gripping Efficiency of Gripping Mechanism Using Buckling Phenomenon of Long Column." In ASME 2006 International Mechanical Engineering Congress and Exposition. ASMEDC, 2006. http://dx.doi.org/10.1115/imece2006-13631.

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In the development of miniature opening and closing mechanism, piezoelectric element has been used as its actuator. This mechanism, however, tends to become larger and complicated as it needs a mechanism for displacement enlargement because of the infinitesimal output displacement. Therefore, an attempt applying buckling phenomenon of long column to the opening and closing mechanism of finger has been made. An elastic member with a long strip shape was bent in the shape of M character, both ends fixed and reciprocating translational drive was imparted to the V-shaped common portion at the cent

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Nakaue, Shinya, and Yasushi Nishimura. "Improvement of bearing performance on exterior steel beam-reinforced concrete column joints with 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/asccs2018.2018.7077.

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To improve the bearing failure behavior of the exterior steel beam-reinforced concrete column joints composed of reinforced concrete columns, joint details using steel column was proposed. Steel column was attached to the lower flanges at right angles to the steel flange. The objective of this study is to clarify the effectiveness of proposed joint details experimentally and theoretically. To clarify the influence of steel column on the bearing failure of the joint, seven T-shaped subassemblages were tested under reversed cyclic loading. All specimens had the same cross sections of the steel b

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Cho, Yun-Hee, Hyun-Kyo Lim, Dong-Gun Yu, et al. "Plasma propagation along the long positive column plasma: I. light signal observations." In 2010 IEEE 37th International Conference on Plasma Sciences (ICOPS). IEEE, 2010. http://dx.doi.org/10.1109/plasma.2010.5534004.

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Kim, Jung-Hyun, Dong-Gun Yu, Gi-Chung Kwon, et al. "Plasma propagation along the long positive column plasma: II. plasma wave analysis." In 2010 IEEE 37th International Conference on Plasma Sciences (ICOPS). IEEE, 2010. http://dx.doi.org/10.1109/plasma.2010.5534005.

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DONG, MINGHAI, LI SONG, and YING SHAO. "TOP JOINT STUDY ON TEMPERATURE STRESS FOR SUPER-LONG SLAB-COLUMN STRUCTURE." In Proceedings of the 9th AEPA2008. WORLD SCIENTIFIC, 2009. http://dx.doi.org/10.1142/9789814261579_0043.

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Alam, Askari Badre, and D. A. Strait. "Long-Dwell, Finite-Dwell Linkages." In ASME 1994 Design Technical Conferences collocated with the ASME 1994 International Computers in Engineering Conference and Exhibition and the ASME 1994 8th Annual Database Symposium. American Society of Mechanical Engineers, 1994. http://dx.doi.org/10.1115/detc1994-0227.

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Abstract A new class of long-dwell, finite-dwell linkages has been discovered. This paper presents the design methodology for the new type of mechanisms using a dual stiffness element (buckling column). Fabrication of a first new long dwell mechanism working prototype has been completed. The experimental system is described and results of numerical and experimental models are compared. Simplification of these new mechanisms via introduction of flexible links and joints is discussed.

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Boisvert, Jean-Sebastien, and Joelle Margot. "A Long Helium Plasma Column Generated At 13.56 Mhz Up To Atmospheric Pressure." In 2017 IEEE International Conference on Plasma Science (ICOPS). IEEE, 2017. http://dx.doi.org/10.1109/plasma.2017.8496139.

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Reports on the topic "Long Column"

1

Teng, Ming-Hung, Elisa Sotelino, and Wai-Fah Chen. Monitoring of Long-Term Performance of Highway Bridge Columns Retrofitted by Advanced Composite Jackets in Indiana. Purdue University, 2000. http://dx.doi.org/10.5703/1288284313274.

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Saeed, Yasir. Use of Carbon Fiber Reinforced Polymer (CFRP) Including Sheets, Rods, and Ropes in Strengthening and Repairing Long Reinforced Concrete Columns. Portland State University Library, 2000. http://dx.doi.org/10.15760/etd.7472.

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EXPERIMENTAL STUDY ON STABILITY OF HIGH STRENGTH STEEL LONG COLUMNS WITH BOX-SECTIONS. The Hong Kong Institute of Steel Construction, 2017. http://dx.doi.org/10.18057/ijasc.2017.13.4.5.

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