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Dissertations / Theses on the topic 'Stub Column'

Author: Grafiati

Published: 4 June 2021

Last updated: 1 February 2022

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1

Smallidge, Jeffrey M. "Behavior of bolted beam-to-column T-stub connections under cyclic loading." Thesis, Georgia Institute of Technology, 1999. http://hdl.handle.net/1853/19534.

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2

Schrauben, Corey S. "Behavior of full-scale bolted beam-to-column T-stub and clip angle connections under cyclic loading." Thesis, Georgia Institute of Technology, 1999. http://hdl.handle.net/1853/20013.

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3

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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4

Nuttayasakul, Nuthaporn. "Experimental and Analytical Studies of the Behavior of Cold-Formed Steel Roof Truss Elements." Diss., Virginia Tech, 2005. http://hdl.handle.net/10919/29765.

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Cold-formed steel roof truss systems that use complex stiffener patterns in existing hat shape members for both top and bottom chord elements are a growing trend in the North American steel framing industry. When designing cold-formed steel sections, a structural engineer typically tries to improve the local buckling behavior of the cold-formed steel elements. The complex hat shape has proved to limit the negative influence of local buckling, however, distortional buckling can be the controlling mode of failure in the design of chord members with intermediate unbraced lengths. The chord mem

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5

Đorđe, Jovanović. "Понашање моментих веза са чеоном плочом и четири завртња у реду". Phd thesis, Univerzitet u Novom Sadu, Fakultet tehničkih nauka u Novom Sadu, 2020. https://www.cris.uns.ac.rs/record.jsf?recordId=113927&source=NDLTD&language=en.

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У овом раду спроведене су опсежна експериментална и нумеричкаиспитивања понашања веза са чеоном плочом и четири завртња у реду,као и карактеристичне компоненте ових веза - Т-елемента.Експериментална испитивања укључују тестирања 36 узоракаТ-елемената у природној величини, као и четири везе греда-стуб сачеоном плочом и четири завртња у реду, такође у природној величини.Нумеричке анализе, спроведене у софтверском пакету ABAQUS, суобухватале све типове нелинеарности, али и отказ материјала, те се каотакве сврставају међу ретке којима су слични проблеми нумеричкииспитивани. Параметарска студија об

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6

Dechka, David Charles. "Response of shear-stud-reinforced continuous slab-column frames to seismic loads." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 2001. http://www.collectionscanada.ca/obj/s4/f2/dsk3/ftp04/nq64854.pdf.

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7

Luo, Yunbiao. "Development of Stud-SFRCC Connection and Its Application to Composite Beam-to-Column Connections." 京都大学 (Kyoto University), 2013. http://hdl.handle.net/2433/180497.

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8

Scott, Joseph E. "Column Buckling Analysis of Wood Stud Members due to Reduced Stiffness over Partial Member Length." The Ohio State University, 2018. http://rave.ohiolink.edu/etdc/view?acc_num=osu1543325743355501.

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9

Hess, W. Gregory (Willard). "Cyclic behavior of shape memory alloy tendons and steel bolted t-stubs in beam-column connections." Thesis, Georgia Institute of Technology, 2000. http://hdl.handle.net/1853/20740.

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10

Green, Travis P. "Behavior of full-scale partially-restrained beam-to-column T-stubn and shear tab connections under cyclic loading." Thesis, Georgia Institute of Technology, 2000. http://hdl.handle.net/1853/20720.

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11

Růžička, Jan. "Parkovací dům." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-240138.

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The aim of the thesis is to design a steel structure of the parking building in the center of Brno. The plan dimensions of the building are 29 x 77.5 m including a missing corner of the dimensions 5 x 12.5 m in the southeast part of the construction. The construction of the parking building has 4 above-ground floors with the same layout and the fifth floor situated only in the middle section of the construction. Each floor is 3.5 m high. The total height of the construction in the place of the roofed part of the fifth floor is 17.5 m, otherwise 14 m. A spatial frame is the main load-bearing pa

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12

Lam, Dennis, L. Gardner, and M. Burdett. "Behaviour of Axially Loaded Concrete Filled Stainless Steel Elliptical Stub Columns." 2010. http://hdl.handle.net/10454/5924.

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This paper presents the details of an experimental investigation on the behaviour of axially loaded concrete-filled stainless steel elliptical hollow sections. The experimental investigation was conducted using normal and high strength concrete of 30 and 100 MPa. The current study is based on stub column tests and is therefore limited to cross-section capacity. Based on the equations proposed by the authors on concrete-filled stainless steel circular columns, a new set of equations for the stainless steel concrete-filled elliptical hollow sections were proposed. From the limited data currently

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13

Tao, Chi-chun, and 陶其駿. "Axial Behavior of Steel Reinforced Concrete Stub Column Containing Cross-H Steel Shape." Thesis, 2010. http://ndltd.ncl.edu.tw/handle/05701652958092328463.

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博士<br>國立臺灣科技大學<br>營建工程系<br>98<br>A total of 26 concrete encased steel stub columns (SRC) were tested under monotonic compression to study the effect of concrete confinement provided by the cross-H steel shape. These include concrete columns confined by Cross-H steel, conventional SRC with cross-H steel, and newly SRC with cross-H steel developed in this study. Based on the test results obtained, it is concluded that: (1) cross-H steel shapes are able to provide obvious confinement to the concrete. The compressive strength of the concrete can be raised 32~46% higher than the unconfined concrete

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14

Ren, Q.-X., L.-H. Han, Dennis Lam, and C. Hou. "Experiments on special-shaped CFST stub columns under axial compression." 2014. http://hdl.handle.net/10454/5929.

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This paper is an attempt to study the behavior of axially loaded concrete filled steel tubular (CFST) stub columns with special-shaped cross-sections, i.e. triangular, fan-shaped, D-shaped, 1/4 circular and semi-circular. A total of forty-four specimens including CFST stub columns and reference hollow steel tubular stub columns were tested. The effects of the changing steel tube wall thickness and the infill of concrete on the behavior of the composite columns were investigated. The results showed that the tested special-shaped CFST stub columns behaved in a ductile manner, and the composite c

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15

Lin, Kun-Sian, and 林坤賢. "Experimental and analytical investigation of the seismic behavior of cored moment resisting stub column dampers." Thesis, 2019. http://ndltd.ncl.edu.tw/handle/urd546.

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碩士<br>國立中興大學<br>土木工程學系所<br>107<br>The usage of stub column dampers (SD) have increasingly adopted in special moment-resisting frame (SMRF) system in constructing projects. However, typical moment resisting stub columns (MRSCs) usually give a limited post-yield stiffness, and severe strength degradation as using slender webs. To improve the drawbacks mentioned above, this study proposes an alternative of MRSC with a cored configuration which is referred to as cored MRSC. The design consists of a combination of one core segment and two side segment using different steel grades, and detailing of

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16

Rehman, Hafiz Muhammad Ubaid Ur. "FEM analysis of the cyclic behaviour of steel beam-to-column joints." Master's thesis, 2018. http://hdl.handle.net/10316/84873.

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Dissertação de Mestrado em Construção Metálica e Mista apresentada à Faculdade de Ciências e Tecnologia<br>A análise e dimensionamento de estruturas metálicas devem considerar todos os tipos de ações que esta possa ser submetida ao longo do seu período de vida útil. A ação sísmica é uma ação particularmente severa que tem que ser cuidadosamente considerada. Neste cenário, as ligações viga-pilar de estruturas metálicas devem ser dimensionadas de forma a evitar modos de rotura frágeis. Para este efeito, o dimensionamento das ligações viga-pilar de estruturas metálicas deve ser levado a cabo segu

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17

Dai, Xianghe, and Dennis Lam. "Axial compressive behaviour of stub concrete-filled columns with elliptical stainless steel hollow sections." 2010. http://hdl.handle.net/10454/5923.

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This paper presents the axial compressive behaviour of stub concrete-filled columns with elliptical stainless steel and carbon steel hollow sections. The finite element method developed via ABAQUS/Standard solver was used to carry out the simulations. The accuracy of the FE modelling and the proposed confined concrete stress-strain model were verified against experimental results. A parametric study on stub concrete-filled columns with various elliptical hollow sections made with stainless steel and carbon steel was conducted. The comparisons and analyses presented in this paper outline the ef

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18

Lam, Dennis, Xianghe Dai, L.-H. Han, Q.-X. Ren, and W. Li. "Behaviour of inclined, tapered and STS square CFST stub columns subjected to axial load." 2012. http://hdl.handle.net/10454/5918.

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This paper describes the finite element method using ABAQUS to model the axial compressive behaviour of inclined, tapered and straight-tapered-straight (STS) concrete filled steel tubular stub (CFST) columns with square hollow sections. The accuracy of the numerical model was verified by comparing the numerical predictions with experimental study of the 200×200×3.75 RHS filled with C60 concrete with inclined angle of 0-9° and tapered angle of 0-4°. The results show that the compressive behaviours, load vs. strain relationship and failure mode predicted by the numerical simulations were agreeab

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19

Ren, Q.-X., C. Hou, Dennis Lam, and L.-H. Han. "Experiments on the bearing capacity of tapered concrete filled double skin steel tubular (CFDST) stub columns." 2014. http://hdl.handle.net/10454/10283.

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no<br>Tapered concrete filled double skin steel tubular (CFDST) columns have been used in China for structures such as electricity transmission towers. In practice, the bearing capacity related to the connection details on the top of the column is not fully understood. In this paper, the experimental behaviour of tapered CFDST stub columns subjected to axial partial compression is reported, sixteen specimens with top endplate and ten specimens without top endplate were tested. The test parameters included: (1) tapered angle, (2) top endplate thickness, and (3) partial compression area ratio. T

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20

Dai, Xianghe, and Dennis Lam. "Shape effect on the behaviour of axially loaded concrete filled steel tubular stub columns at elevated temperature." 2012. http://hdl.handle.net/10454/5883.

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Concrete filled steel tubular columns have been extensively used in modern construction owing to that they utilise the most favourable properties of both constituent materials. It has been recognized that concrete filled tubular columns provide excellent structural properties such as high load bearing capacity, ductility, large energy-absorption capacity and good structural fire behaviour. This paper presents the structural fire behaviour of a series of concrete filled steel tubular stub columns with four typical column sectional shapes in standard fire. The selected concrete filled steel tube

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21

Tambá, Bracia Veríssimo. "Comportamento experimental de T-Stubs sob condições cíclicas." Master's thesis, 2020. http://hdl.handle.net/10316/93859.

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Dissertação de Mestrado Integrado em Engenharia Civil apresentada à Faculdade de Ciências e Tecnologia<br>O estudo de dispositivos de ligação, com o objetivo de assegurar a continuidade e transmissão de esforços numa estrutura, é um assunto amplamente desenvolvido por vários autores, sendo o método das componentes uma referência na análise e dimensionamento de uma gama alargada de configurações de juntas, encontrando-se mesmo codificado no Eurocódigo 3 – Projeto de estruturas de aço, Parte 1-8: Projeto de ligações. Ainda assim, este método foi calibrado apenas para juntas viga-pilar sob condiç

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22

Jamaluddin, N., Dennis Lam, and J. Ye. "Finite Element Analysis of Elliptical Stub CFT Columns." 2009. http://hdl.handle.net/10454/5582.

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23

MUKHERJEE, AGNITA. "STRUCTURAL BENEFITS OF HEMPCRETE INFILL IN TIMBER STUD WALLS." Thesis, 2012. http://hdl.handle.net/1974/6986.

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Due to an increase in environmental consciousness in the construction industry there has been increasing interest in using natural building materials like rammed earth construction, straw bale construction and hempcrete construction. These materials have very small embodied energy and are carbon negative or carbon neutral. Hempcrete is a bio-composite mix made up of hemp shive, lime, cement and water. There has been extensive research undertaken on the thermal, acoustic, and mechanical properties of hempcrete. It has low density, good thermal and acoustic insulation properties, and can passive

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24

Dai, Xianghe, and Dennis Lam. "Shape Effect on Structural Fire Behaviour of Axially Loaded Concrete Filled Tubular (CFT) Stub Columns." 2012. http://hdl.handle.net/10454/5604.

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25

CHIN, TUN MIN LATT @. MAUNG YAN SHAUNG, and 楊雄清. "Stress-Strain Behavior of Highly Confined Concrete in SRC Stub Columns." Thesis, 2009. http://ndltd.ncl.edu.tw/handle/60099185064242605708.

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碩士<br>國立臺灣科技大學<br>營建工程系<br>97<br>A total of 16 concrete encased steel stub columns (SRC) were tested under monotonic compression loading to study the effect of concrete confinement provided by the cross-sectional steel shape. The cross-sectional steel shapes used were of 4 differents width-to-thickness ratio and the shape of confined concrete section includes cruciform and rounded cruciform types. In addition, concrete stress-strain curve models were developed. Based on the results obtained, it is concluded as: (1) width-thickness ratio of flange do not influence the confine stress for eit

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26

Pagoulatou, M., Therese Sheehan, Xianghe Dai, and Dennis Lam. "Finite element analysis on the capacity of circular concrete-filled double-skin steel tubular (CFDST) stub columns." 2014. http://hdl.handle.net/10454/9891.

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Yes<br>This paper presents the behaviour of circular concrete-filled double-skin steel tubular (CFDST) stub columns compressed under concentric axial loads. To predict the performance of such columns, a finite element analysis is conducted. Herein, for the accurate modelling of the double-skin specimens, the identification of suitable material properties for both the concrete infill and steel tubes is crucial. The applied methodology is validated through comparisons of the results obtained from the finite element analysis with those from past experiments. Aiming to examine the effect of variou

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27

Lam, D., X. H. Dai, L. H. Han, Q. X. Ren, and W. Li. "Behaviour of inclined, tapered and STS square CFST stub columns subjected to axial load." 2012. http://hdl.handle.net/10454/6060.

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28

El-Lobody, E., B. Young, and Dennis Lam. "Behaviour of normal and high strength concrete-filled compact steel tube circular stub columns." 2006. http://hdl.handle.net/10454/5789.

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This paper presents the behaviour and design of axially loaded concrete-filled steel tube circular stub columns. The study was conducted over a wide range of concrete cube strengths ranging from 30 to 110 MPa. The external diameter of the steel tube-to-plate thickness (D/t) ratio ranged from 15 to 80 covering compact steel tube sections. An accurate finite element model was developed to carry out the analysis. Accurate nonlinear material models for confined concrete and steel tubes were used. The column strengths and load¿axial shortening curves were evaluated. The results obtained from the fi

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29

Sheehan, Therese, Xianghe Dai, T. M. Chan, and Dennis Lam. "Structural response of concrete-filled elliptical steel hollow sections under eccentric compression." 2012. http://hdl.handle.net/10454/5916.

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The purpose of this research is to examine the behaviour of elliptical concrete-filled steel tubular stub columns under a combination of axial force and bending moment. Most of the research carried out to date involving concrete-filled steel sections has focussed on circular and rectangular tubes, with each shape exhibiting distinct behaviour. The degree of concrete confinement provided by the hollow section wall has been studied under pure compression but remains ambiguous for combined compressive and bending loads, with no current design provision for this loading combination. To explore the

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