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Thèses sur le sujet « Light gauge steel »

Auteur : Grafiati

Publié le 4 juin 2021

Mis à jour le 27 juillet 2025

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1

Huang, Jun Fei. "Stress-strain models for light-gauge carbon steels." Thesis, University of Macau, 2012. http://umaclib3.umac.mo/record=b2586269.

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Koen, Damien Joseph. "Structural Capacity of Light Gauge Steel Storage Rack Uprights." Thesis, The University of Sydney, 2008. http://hdl.handle.net/2123/3880.

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This report investigates the down-aisle buckling load capacity of steel storage rack uprights. The effects of discrete torsional restraints provided by the frame bracing in the cross-aisle direction is considered in this report. Since current theoretical methods used to predict the buckling capacity of rack uprights appear to be over-conservative and complex, this research may provide engineers an alternative method of design using detailed finite element analysis. In this study, the results from experimental testing of upright frames with K-bracing are compared to finite element predictions

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Koen, Damien Joseph. "Structural Capacity of Light Gauge Steel Storage Rack Uprights." University of Sydney, 2008. http://hdl.handle.net/2123/3880.

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Master of Engineering (Research)<br>This report investigates the down-aisle buckling load capacity of steel storage rack uprights. The effects of discrete torsional restraints provided by the frame bracing in the cross-aisle direction is considered in this report. Since current theoretical methods used to predict the buckling capacity of rack uprights appear to be over-conservative and complex, this research may provide engineers an alternative method of design using detailed finite element analysis. In this study, the results from experimental testing of upright frames with K-bracing are com

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4

Magarabooshanam, Harikrishnan. "Fire performance of complex light gauge steel framed wall systems." Thesis, Queensland University of Technology, 2020. https://eprints.qut.edu.au/205877/1/Harikrishnan_Magarabooshanam_Thesis.pdf.

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5

Hikita, Katherine. "Combined gravity and lateral loading of light gauge steel framewood panel shear walls." Thesis, McGill University, 2006. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=99767.

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Methods for the design of steel frame/wood panel shear walls used as a seismic force resisting system have been developed. These methods, which can be used in conjunction with the 2005 NBCC, were based on the results of shear wall tests carried out using lateral loads alone. The research program was extended to determine the influence of gravity loads on the lateral performance of the shear wall. An initial series of stud column tests was completed to determine an appropriate predication method for the axial capacity of the principal vertical load carrying members. Recommendations for appropri

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Ahmed, Alia Osman Mohamed. "Design for improved seismic performance of a light gauge steel portal frame structure." Thesis, University of Strathclyde, 2013. http://digitool.lib.strath.ac.uk:80/R/?func=dbin-jump-full&object_id=25734.

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This research work develops a design methodology for improving the earthquake resistance of slender portal frame structures and evaluates the performance of this kind of light gauge steel portal frame structures in earthquake prone areas through the study of designed building using a finite element approach. The design of the building was carried out for a site in Sudan for peak ground acceleration 0.23g according to the Eurocodes 3 and 8 for ductility class "Low". Two analytical techniques (i.e. Static displacement pushover and dynamic time-history), were employed to assess the behaviour of t

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7

Steau, Edward. "Behaviour of cold-formed light gauge steel frame floor-ceiling systems in fire." Thesis, Queensland University of Technology, 2019. https://eprints.qut.edu.au/135182/1/Edward_Steau_Thesis.pdf.

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This research has advanced the knowledge and understanding of the behaviour of Light gauge Steel Frame (LSF) floor-ceiling systems in fire based on material and component level fire testing and associated numerical modelling. It has shown that LSF floor-ceiling systems made of innovative rectangular hollow flange channel beams and steel sheathing on one or both sides of gypsum plasterboard linings improve their fire resistance. These floor-ceiling systems are suitable for a range of applications in the building industry.

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Perkins, Matthew Z. "The utilization of light gauge steel in residential construction in the state of Utah /." Diss., CLICK HERE for online access, 2009. http://contentdm.lib.byu.edu/ETD/image/etd2850.pdf.

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Perkins, Matthew Zaugg. "The Utilization of Light Gauge Steel in Residential Construction on the State of Utah." BYU ScholarsArchive, 2009. https://scholarsarchive.byu.edu/etd/1785.

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This thesis researched why light gauge steel framing members are not used more in single-family residential construction. A survey was designed to extract information from licensed contractors in Utah on uses of light gauge steel framing members in residential homes. The purpose of the research was to discover what Utah builder's perception was concerning light gauge steel framing. Also, the researcher tried to learn a little about the contractors to see if there was a correlation between contractors that used light gauge steel and those that did not. Names of licensed general building contrac

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10

Gunawan, Leonardus. "Numerical models to simulate the thermal performance of LSF wall panels." Thesis, Queensland University of Technology, 2011. https://eprints.qut.edu.au/49856/1/Leonardus_Gunawan_Thesis.pdf.

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Fire safety of buildings has been recognised as very important by the building industry and the community at large. Gypsum plasterboards are widely used to protect light gauge steel frame (LSF) walls all over the world. Gypsum contains free and chemically bound water in its crystal structure. Plasterboard also contains gypsum (CaSO4.2H2O) and calcium carbonate (CaCO3). The dehydration of gypsum and the decomposition of calcium carbonate absorb heat, and thus are able to protect LSF walls from fires. Kolarkar and Mahendran (2008) developed an innovative composite wall panel system, where the in

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11

Khan, Akram. "Composite Behaviour of Normalweight and Lightweight Concrete Panels With Partially Embedded Light-Gauge Steel Channels." Thesis, University of New Brunswick, 2010. http://hdl.handle.net/1882/1092.

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This research investigates prefabricated light-gauge steel and concrete panels using reliable and commercially viable shear connectors. An analytical and experimental investigation was undertaken to study the flexural behaviour of light-gauge steel and concrete composite panels under uniform pressure. Normalweight and lightweight concrete panels were fabricated by embedding 16-gauge 41 mm x 203 mm steel channel sections (running parallel to each other) to a depth of 38 mm into a 64 mm thick concrete slab. Push-out tests were also conducted to evaluate the efficiency of three types of shear con

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Blais, Caroline 1980. "Testing and analysis of light gauge steel frame 9 mm OSB wood panel shear walls." Thesis, McGill University, 2006. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=98945.

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The use of light steel gauge framed walls in the residential and commercial sector is increasing in popularity. However, our knowledge of the performance and the behaviour of structures using such walls when subjected to lateral wind and seismic loads is limited. At present, no design method for light gauge steel shear walls is contained in Canadian codes or standards. For this reason a research project on steel frame/wood panel shear walls was undertaken.<br>A comprehensive database of monotonic and reversed cyclic tests on steel frame/wood panel shear walls is needed to obtain different wall

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13

Mohamed, Ibralebbe Mohamed Rusthi. "Experimental and finite element studies of light-gauge steel frame wall systems under fire conditions." Thesis, Queensland University of Technology, 2017. https://eprints.qut.edu.au/110725/1/Mohamed%20Rusthi_Mohamed%20Ibralebbe_Thesis.pdf.

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This research was conducted to advance the knowledge and understanding of the fire performance of light gauge steel frame wall systems through thermal property tests, full-scale fire tests of magnesium oxide board lined walls, 3-D uncoupled and coupled thermal-structural finite element analyses and design of walls with both unstiffened and web-stiffened channel stud sections. It has provided experimental and numerical data and improved finite element strategies and design methods to undertake structural fire design of light gauge steel frame wall systems.

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Terim, Belgin Çıkış Şeniz. "A study on "temporary post disaster housing unit" constructed with -light gauge steelframing-(LGSF) system/." [s.l.]: [s.n.], 2004. http://library.iyte.edu.tr/tezler/master/mimarlik/T000480.pdf.

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Ariyanayagam, Anthony Deloge. "Fire performance and design of light gauge steel frame wall systems exposed to realistic design fires." Thesis, Queensland University of Technology, 2013. https://eprints.qut.edu.au/62034/1/Anthony%20Deloge_Ariyanayagam_Thesis.pdf.

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This thesis has investigated the fire performance and design of light gauge cold-formed steel frame walls under realistic fires which occur in modern buildings. It examined the appropriateness of using the standard fire curve to represent the modern building fires in full scale laboratory tests and developed suitable realistic design fire curves. Experimental and numerical studies of light gauge steel frame walls using realistic fires led to the verification of existing fire design rules based on Australian and International standards and the development of simplified fire design rules. This r

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Kesawan, Sivakumar. "Fire performance and design of light gauge steel frame wall systems made of hollow flange sections." Thesis, Queensland University of Technology, 2015. https://eprints.qut.edu.au/120153/1/Kesawan_Sivakumar_Thesis.pdf.

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Load bearing Light Gauge Steel Frame (LSF) wall system is a cold-formed steel structure made of cold-formed steel studs and lined on both sides by gypsum plasterboards. In recent times its use and demand in the building industry has significantly increased due to their advantages such as light weight, acoustic performance, aesthetic quality of finished wall, ease of fabrication and rapid constructability. Fire Resistant Rating (FRR) of these walls is given more attention due to the increasing number and severity of fire related accidents in residential buildings that have caused significant lo

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17

Jiang, Chunxu. "Stability analysis of light gauge steel members using the finite element method and the generalized beam theory." Thesis, University of Salford, 1994. http://usir.salford.ac.uk/43027/.

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In this thesis a finite element programme for material and geometric nonlinear analysis, has been modified with pre- and post-data processing and eigenvalue solution. More efficient methods to solve elastic and inelastic eigenvalue and eigenvectors have been developed to deal with stability problems in structures with arbitrary shape, irregular stiffness, loads and boundary conditions. The Generalized Beam Theory (GBT) with the facilities of elastic spring restraints, buckling under coupled loads, different load locations has been developed and programmed by the author. It has been applied to

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18

Bergsten, Susan. "Industrialised building systems : vertical extension of existing buildings by use of light gauge steel framing systems and 4D CAD tools." Licentiate thesis, Luleå, 2005. http://epubl.luth.se/1402-1757/2005/23.

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Chinan, J. A. M. "The use of generalized beam theory, finite elements and experimental testing to investigate the stability of light gauge steel sections subject to axial load." Thesis, University of Salford, 2017. http://usir.salford.ac.uk/43694/.

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The aim of the project is to study and investigate the buckling behaviour of unbranched open cold-formed steel sections. First the advantages and disadvantages of cold-formed steel when compared to hot-rolled steel are demonstrated. Thin-wall steel members have lower stiffness which may lead to increased instability and buckling issues for this kind of member. Buckling issues such as Euler buckling, buckling load factors, linear and non-linear analysis, buckling modes (global, distortional and local buckling) and buckling analysis methods (finite element method, finite strip method and general

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Dias, Hanwellage Yomal Viduranga. "Structural and fire behaviour of gypsum plasterboard and steel sheathed LSF walls." Thesis, Queensland University of Technology, 2019. https://eprints.qut.edu.au/134411/1/Hanwellage_Dias_Thesis.pdf.

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This study investigated the structural and fire behaviour of steel stud framed walls lined with gypsum plasterboard and steel sheathing. An improved wall stud with greater structural efficiency was developed. Through analytical, numerical and experimental studies, the behaviour of steel sheathed LSF walls built using these improved studs, both under normal service conditions and in fire, was investigated. The findings of this study facilitate the development of structurally and economically superior LSF walls.

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21

Gnanachelvam, Sayilacksha. "Fire and energy performance of cold-formed steel frame wall systems." Thesis, Queensland University of Technology, 2020. https://eprints.qut.edu.au/201471/1/Sayilacksha_Gnanachelvam_Thesis.pdf.

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This research investigated the fire and energy performance of cold-formed light-gauge steel-framed (LSF) wall configurations and proposed suitable methods to improve their combined fire and energy performance through the incorporation of (1) appropriate fire-resistive and energy-efficient building materials and (2) modifications to the arrangement or configurations of walls. This research has advanced the current knowledge of both fire and energy performance of LSF walls, paving the way for the development and use of alternative materials and LSF wall configurations.

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22

Ranawaka, Thanuja. "Distortional buckling behaviour of cold-formed steel compression members at elevated temperatures." Thesis, Queensland University of Technology, 2006. https://eprints.qut.edu.au/16417/6/Thanuja_Ranawaka_Thesis.pdf.

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In recent times, light gauge cold-formed steel sections have been used extensively in residential, industrial and commercial buildings as primary load bearing structural components. This is because cold-formed steel sections have a very high strength to weight ratio compared with thicker hot-rolled steel sections, and their manufacturing process is simple and cost-effective. However, these members are susceptible to various buckling modes including local and distortional buckling and their ultimate strength behaviour is governed by these buckling modes. Fire safety design of building st

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Ranawaka, Thanuja. "Distortional buckling behaviour of cold-formed steel compression members at elevated temperatures." Queensland University of Technology, 2006. http://eprints.qut.edu.au/16417/.

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In recent times, light gauge cold-formed steel sections have been used extensively in residential, industrial and commercial buildings as primary load bearing structural components. This is because cold-formed steel sections have a very high strength to weight ratio compared with thicker hot-rolled steel sections, and their manufacturing process is simple and cost-effective. However, these members are susceptible to various buckling modes including local and distortional buckling and their ultimate strength behaviour is governed by these buckling modes. Fire safety design of building st

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Heva, Yasintha Bandula. "Behaviour and design of cold-formed steel compression members at elevated termperatures." Queensland University of Technology, 2009. http://eprints.qut.edu.au/29310/.

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Cold-formed steel members have been widely used in residential, industrial and commercial buildings as primary load bearing structural elements and non-load bearing structural elements (partitions) due to their advantages such as higher strength to weight ratio over the other structural materials such as hot-rolled steel, timber and concrete. Cold-formed steel members are often made from thin steel sheets and hence they are more susceptible to various buckling modes. Generally short columns are susceptible to local or distortional buckling while long columns to flexural or flexural-torsional b

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Heva, Yasintha Bandula. "Behaviour and design of cold-formed steel compression members at elevated temperatures." Thesis, Queensland University of Technology, 2009. https://eprints.qut.edu.au/29310/1/Yasintha_Heva_Thesis.pdf.

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Cold-formed steel members have been widely used in residential, industrial and commercial buildings as primary load bearing structural elements and non-load bearing structural elements (partitions) due to their advantages such as higher strength to weight ratio over the other structural materials such as hot-rolled steel, timber and concrete. Cold-formed steel members are often made from thin steel sheets and hence they are more susceptible to various buckling modes. Generally short columns are susceptible to local or distortional buckling while long columns to flexural or flexural-torsional b

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Dolamune, Kankanamge Nirosha. "Structural behaviour and design of cold-formed steel beams at elevated temperatures." Thesis, Queensland University of Technology, 2010. https://eprints.qut.edu.au/33221/1/Nirosha_Dolamune_Kankanamge_Thesis.pdf.

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Cold-formed steel members are extensively used in the building construction industry, especially in residential, commercial and industrial buildings. In recent times, fire safety has become important in structural design due to increased fire damage to properties and loss of lives. However, past research into the fire performance of cold-formed steel members has been limited, and was confined to compression members. Therefore a research project was undertaken to investigate the structural behaviour of compact cold-formed steel lipped channel beams subject to inelastic local buckling and yieldi

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Tao, Yunxiang. "Advanced numerical analysis and fire testing of cold-formed steel hollow section stud walls." Thesis, Queensland University of Technology, 2021. https://eprints.qut.edu.au/226716/1/Yunxiang_Tao_Thesis.pdf.

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This research investigated the behaviour of light gauge steel frame walls made of cold-formed steel hollow section studs under both ambient and fire conditions using full scale experimental and advanced numerical studies. It developed and improved new structural and fire design rules for hollow section stud walls that can be included in the Australian steel structures standard. Importantly, it showed that such wall systems have superior fire resistance than conventional wall systems used currently. Overall, this research has sufficiently improved the knowledge of light steel walls made of holl

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Gunalan, Shanmuganathan. "Structural behaviour and design of cold-formed steel wall systems under fire conditions." Thesis, Queensland University of Technology, 2011. https://eprints.qut.edu.au/49799/1/Shanmuganathan_Gunalan_Thesis.pdf.

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In recent times, light gauge steel framed (LSF) structures, such as cold-formed steel wall systems, are increasingly used, but without a full understanding of their fire performance. Traditionally the fire resistance rating of these load-bearing LSF wall systems is based on approximate prescriptive methods developed based on limited fire tests. Very often they are limited to standard wall configurations used by the industry. Increased fire rating is provided simply by adding more plasterboards to these walls. This is not an acceptable situation as it not only inhibits innovation and structural

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Baleshan, Balachandren. "Numerical and experimental studies of cold-formed steel floor systems under standard fire conditions." Thesis, Queensland University of Technology, 2012. https://eprints.qut.edu.au/53096/1/Balachandren_Baleshan_Thesis.pdf.

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Light gauge cold-formed steel frame (LSF) structures are increasingly used in industrial, commercial and residential buildings because of their non-combustibility, dimensional stability, and ease of installation. A floor-ceiling system is an example of its applications. LSF floor-ceiling systems must be designed to serve as fire compartment boundaries and provide adequate fire resistance. Fire rated floor-ceiling assemblies formed with new materials and construction methodologies have been increasingly used in buildings. However, limited research has been undertaken in the past and hence a tho

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Sivapathasundaram, Mayooran. "Localised pull-through failures of thin steel roof battens subject to wind uplift loads." Thesis, Queensland University of Technology, 2016. https://eprints.qut.edu.au/204638/1/Mayooran_Sivapathasundaram_Thesis.pdf.

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High wind events such as tropical cyclones, severe storms and tornadoes are more likely to impact the Australian coastal regions due to possible climate changes. Such events can be extremely destructive to building structures, in particular, low-rise buildings with lightweight roofing systems that are commonly made of thin steel roof sheeting and battens. Large wind suction loads that act on the roofs during high wind events cause premature failures of roof connections (fixings), leading to complete roof failures. Past wind damage investigations showed that the roof sheeting to batten conne

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Lee, Jung Hoon. "Local buckling behaviour and design of cold-formed steel compression members at elevated temperatures." Thesis, Queensland University of Technology, 2004. https://eprints.qut.edu.au/15972/1/Jung_Hoon_Lee_Thesis.pdf.

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The importance of fire safety design has been realised due to the ever increasing loss of properties and lives caused by structural failures during fires. In recognition of the importance of fire safety design, extensive research has been undertaken in the field of fire safety of buildings and structures especially over the last couple of decades. In the same period, the development of fire safety engineering principles has brought significant reduction to the cost of fire protection. However the past fire research on steel structures has been limited to heavier, hot-rolled structural steel me

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Lee, Jung Hoon. "Local buckling behaviour and design of cold-formed steel compression members at elevated temperatures." Queensland University of Technology, 2004. http://eprints.qut.edu.au/15972/.

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The importance of fire safety design has been realised due to the ever increasing loss of properties and lives caused by structural failures during fires. In recognition of the importance of fire safety design, extensive research has been undertaken in the field of fire safety of buildings and structures especially over the last couple of decades. In the same period, the development of fire safety engineering principles has brought significant reduction to the cost of fire protection. However the past fire research on steel structures has been limited to heavier, hot-rolled structural steel me

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Wynn, C. L. "Vanadium and niobium high strength low alloy steels for light gauge high strength strip." Thesis, Swansea University, 2006. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.636700.

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This thesis details the research work undertaken during the course of study for the Engineering Doctorate degree. The work is in the form of project which aims to develop knowledge about the rolling characteristics and properties of high strength low alloy (HSLA) steels with both singular and dual additions of niobium and vanadium. This aim has been achieved through extensive laboratory hot rolling studies of a range of steel compositions, mechanical testing and metallographic examination as well as detailed analysis of data recorded during the laboratory hot rolling process to determine mean

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Jatheeshan, Varathananthan. "Numerical and experimental studies of cold-formed steel floor systems made of hollow flange section joists in fire." Thesis, Queensland University of Technology, 2015. https://eprints.qut.edu.au/120145/1/Varathananthan_Jatheeshan_Thesis.pdf.

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The cold-formed steel utilization in buildings has increased globally due to its higher strength to weight ratio, ease of transportation and rapid erection and dismantlement. However, cold-formed steel buildings must be designed with adequate Fire Resistance Ratings (FRR). Hence cold-formed Light gauge Steel Frames (LSF) are assembled using channel sections and lined with fire resistive plasterboards to provide load-bearing wall and floor systems. There is an industry need to develop LSF floor systems with improved FRR. Adding multiple layers of plasterboard to increase the FRR of LSF floor

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Neilson, David Andrew Hunter. "Welding of light gauge infill panels for steel plate shear walls." Master's thesis, 2010. http://hdl.handle.net/10048/1436.

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Ductile steel plate shear walls are an established lateral load resisting system. Past research indicates that cold-rolled infill panels less than 1 mm in thickness present one solution to an overstrength problem arising from selecting an infill panel thickness based on ease of welding and handling. This research program examines several possible welding procedures and joint geometry to connect the thin infill panel to the thick boundary elements. Primary welding parameters include short-circuiting gas metal arc welding process, electrode and shielding gas selection, heat input, and use of a

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Ko, Cheng-Tzu, and 柯正支. "The SWOT Study of Light-Gauge Steel-Framed Building Industry in Taiwan." Thesis, 2014. http://ndltd.ncl.edu.tw/handle/83626720935673690367.

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碩士<br>健行科技大學<br>經營管理研究所<br>102<br>Due to the illegal mining of sand and gravel Taiwan situation is quite serious, causing the bridge collapsed and landslides frequent phenomenon, these are The results unscrupulous caused by gravel industry. Generally made of reinforced concrete (RC-made) building in the production process will produce a lot of gas (CO2) and waste heat, even after removal, they can not be recycled, so do not meet the "environmental regeneration" purpose; therefore, currently government agencies are trying to promote steel and light steel housing and work towards compliance with

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Shu-ChenHsu and 許淑貞. "An Investigation on Construction Joints of Light Gauge Steel Building in Taiwan." Thesis, 2010. http://ndltd.ncl.edu.tw/handle/89936060458750916335.

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碩士<br>國立成功大學<br>建築學系專班<br>98<br>Abstract ________________________________________ Developing steel structure buildings is one of the essential measures to accomplish the goal of green architecture in response to global concepts of pursuing sustained environmental development. A structural join (node) is the key part that affects the transmission of forces in the Mechanics; the design and construction of joins (nodes) are crucial tasks for ensuring the safety of structures. Based on Safety First for all structures, the study focuses on case surveys and analyses of structural joins (nodes) of d

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Ching-WeiLin and 林京蔚. "Research on Double Box Element Light Gauge Steel Structural Analysis under Fire." Thesis, 2010. http://ndltd.ncl.edu.tw/handle/13179630249417262413.

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碩士<br>國立成功大學<br>土木工程學系碩博士班<br>98<br>In this research, box element light gauge steel structure is verified by full-scale experiment. With the reference of CNS12514, the surface temperatures of both beam and column members would be used as the boundary conditions of numerical analysis. The adopted fire resistant facility couldn’t regard as the exact or similar structural function through street stalls. Because of the adopted cross-section is not one of the types listed in CNS12514, the placement and amounts of the thermal couples are being adjusted. The acquired statistics will be verified w

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Chang, Fang-yi, and 張芳怡. "Lifecycle Energy Consumption of Light-gauge Steel-framed Buildings and Reinforced Concrete Buildings." Thesis, 2011. http://ndltd.ncl.edu.tw/handle/83096775600893741892.

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碩士<br>國立雲林科技大學<br>營建與物業管理研究所<br>99<br>Taiwan is located in the environment of seismic zone and island climate, and frequently influenced by natural disasters, such as earthquake and typhoons. After the 921 earthquake in 1999, domestic people gradually reduce their faith in the building made by reinforced concrete and bricks, and completely make different change in their building- buying hobbies and design ideas of building. However, concrete is thought that will have high consumption of energy, high pollution, and is hard to recycle or reuse in its production process, so highly tough, high int

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Guo, Yu-Chi, and 郭育奇. "Exploration of Heat Hazard Risk on Light Gauge Steel (LGS)Structures Fire Rescue." Thesis, 2017. http://ndltd.ncl.edu.tw/handle/47v268.

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碩士<br>健行科技大學<br>土木工程系空間資訊與防災科技碩士班<br>105<br>This study discussed the construction codes of Light Gauge Steel (LGS) Structures and its fire characteristics. The factors of fire growth, heat release rate and temperature rising rate in the LGS fire were analyzed and combined with the investigation and analysis of domestic fire causes in order to testify the after-fire features. This study attempted to determine the heat of the on-site environment by recognizing the thermal images and the warning function of the PPE (Personal Protective Equipment) to study the effective tactics of fire rescue for

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Liu, Yu-Chun, and 劉玉純. "The Study of Load-Carrying Capacity of Light-Gauge Steel Wall Studs under Axial Loads." Thesis, 2002. http://ndltd.ncl.edu.tw/handle/05236766574312335550.

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碩士<br>朝陽科技大學<br>建築及都市設計研究所<br>90<br>This investigation is concentrated on the study of load-carrying capacity of light gauge steel wall studs under axial loading conditions. The design strength of wall studs is computed based on the “Specification for the Design of Cold-Formed Steel Structural Members” published by the American Iron and Steel (AISI). The experimental program is mainly focus on the test of silicate boards. The parameter “ 0” obtained form the test was adopted in the use of calculation of wall stud strength. In the analysis of light-gauge steel wall studs, two different approach

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Yu, Yu-Yi, and 余俞儀. "The insulation performance and energy consumption efficiency of Light-gauge Steel-framed Houses in Taiwan." Thesis, 2010. http://ndltd.ncl.edu.tw/handle/34553297747531362134.

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碩士<br>雲林科技大學<br>營建與物業管理研究所<br>98<br>Energy and environmental awareness increase in recent years. The defect of reinforced concrete (RC) buildings with the current needs of the environment have been proposed, including construction materials difficult to recycle, the construction of the building quality difficult to control and adaptive quality of the living subject, etc. While the foreign advanced countries, the light-gauge steel-framed (LGS) construction engineering method is one of the current high-profile construction methods, especially in light weight, great strength and easy processing.

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Chen, Yu-Chun, and 陳育群. "A Preliminary Study on Endurance Testing Methods of Rust PreventiveHandling for Light Gauge Steel Construction Work." Thesis, 2003. http://ndltd.ncl.edu.tw/handle/73964938557528063434.

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碩士<br>國立成功大學<br>建築學系碩博士班<br>91<br>Using Hot-dip Zinc-coated method to deal with the corrosion protection for light gauge steels is a very common way. Due to the welding, cutting, and bumping of movement in the process of construction, Zinc-coated layers on steels are often destroyed so that the corrosion resistance of steels decreases and the structural safety of buildings warns. This article tries to offer references for rust preventive handling and coating on construction sites through referenced documentations, on-site investigation, and experimental testing. The experiments of o

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Pandya, Keyur Sharadkumar. "Selected topics in development of a CAD application for sizing light gauge cold rolled steel roof trusses." 2008. http://digital.library.okstate.edu/etd/umi-okstate-2829.pdf.

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Chen, Po-jung, and 陳柏蓉. "Predicting the Influence of the Double Rooms with Light Steel-Gauge partition Concerning Floor Impact Sound Using FEM." Thesis, 2008. http://ndltd.ncl.edu.tw/handle/39844076877570307643.

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碩士<br>國立成功大學<br>建築學系碩博士班<br>96<br>Because the limitations in land resource, buildings constantly develop toward not only the higher but also the lighter. Due to popularity and commercial marketing, many buildings aren’t originally designed according to the users’ actual life and neglect individual human differences and demands. Currently in Taiwan, the promotion of “Housing Renovations” has become a common phenomenon during the moving-in stage. A usual and general solution to meet the demand to make the spaces ‘more unique’ is to introduce new indoor partitions.Nowadays, the proportion of “Ne

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Lin, Yu-Zuo, and 林育佐. "The study on optimal parameter settings of light-gauge steel wall sound isolation system using modified taguchi methods." Thesis, 2011. http://ndltd.ncl.edu.tw/handle/35279964146582068802.

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碩士<br>國立臺灣海洋大學<br>系統工程暨造船學系<br>99<br>In this thesis, we use the Modified Taguchi Method and the Gray Taguchi Method to solve the problems of traditional Taguchi orthogonal array with strong orthogonal characteristic and multiply quality characteristics. The Modified Taguchi Method, overcoming the traditional orthogonal array with strong orthogonal characteristic, is carried out in the way, which fixes the predominant fact or sequentially, to obtain the best parameters settings of a design of experiment. It is successful to verify experiments on light-gauge steel wall sound isolation system in

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Wu, Yi-Chi, and 吳亦騏. "A Study on the Outer Roof Heat Insulation Efficiency and Indoor Thermal Environment of Small Light Gauge Steel Buildings." Thesis, 2014. http://ndltd.ncl.edu.tw/handle/72285510374071695490.

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碩士<br>朝陽科技大學<br>建築系建築及都市設計碩博士班<br>102<br>In Taiwan, light gauge steel buildings are employed for a multitude of purposes; for instance, large light gauge steel buildings are used to house factories and workshops and small light gauge steel buildings are used as pre-fabricated housing units or restructured cargo containers. Thermal insulation is provided through reflection, isolation, and heat dispersion. However, after a long period of use and lack of repair & maintenance, the heat insulation layer gradually loses its initial heat insulation efficiency and the crude roofing insulation of these

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LI, MENG-HSIU, and 李孟修. "The Effect of Fire Equipment Management on Fire-Fighting of Light Gauge Steel Building: Evidence from Fifth Emergency and Rescue Corps Fire Department,New Taipei City Government." Thesis, 2016. http://ndltd.ncl.edu.tw/handle/wm22vz.

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碩士<br>大葉大學<br>管理學院碩士在職專班<br>104<br>The early-stage effectiveness of fire rescue plays an important role in fire-fighting of light gauge steel building. This study takes whether heavy smoke is produced or not as a proxy for early-stage effectiveness of fire rescue. Three factors, weather conditions, declaration for examination and repair of fire safety equipment, and fire equipment inspection and maintenance are linked to the determinants of fire-fighting of light gauge steel building. The logit regression model is adopted to investigate the effects of three factors on early-stage effectiveness

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