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Dissertations / Theses on the topic 'Light steel structure'

Author: Grafiati

Published: 18 April 2022

Last updated: 30 July 2025

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1

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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Garcia, Rivera Francisco, and Rodriguez David Hoyos. "Implementation of Metallic Profiles in Social Houses." Thesis, Högskolan i Skövde, Institutionen för ingenjörsvetenskap, 2018. http://urn.kb.se/resolve?urn=urn:nbn:se:his:diva-16084.

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This paper presents a metallic structural solution for communities with minor resources, which is able to adapt to the climatic conditions of La Guajira (Colombia). The mains objectives of this structure are to reach good quality and reduce execution time as well as cost. The structure was designed by using Light Weight Steel Framing method, due to its simplicity as well as its ease in the assembly due to the lack of resources in those communities. The design was calculated by using an iterative method in which a compromise solution between prices and strength was reached. This paper concludes

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Darcy, Greg. "Structural behaviour of an innovative cold-formed steel building system." Thesis, Queensland University of Technology, 2005. https://eprints.qut.edu.au/16589/1/Greg_Darcy_Thesis.pdf.

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Cold-formed steel structures have been in service for many years and are used as shelters for both domestic and industrial purposes. To produce an economical product, manufacturers have typically based their designs on the simple portal frame concept. As there is almost a direct relationship between overall cost and the weight of steel in a portal frame structure, it is of great importance to provide a structure with the minimum amount of steel whilst providing structural adequacy. Portal frame sheds have been refined continuously for many years, with only minimal amounts of savings in

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Darcy, Greg. "Structural behaviour of an innovative cold-formed steel building system." Queensland University of Technology, 2005. http://eprints.qut.edu.au/16589/.

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Cold-formed steel structures have been in service for many years and are used as shelters for both domestic and industrial purposes. To produce an economical product, manufacturers have typically based their designs on the simple portal frame concept. As there is almost a direct relationship between overall cost and the weight of steel in a portal frame structure, it is of great importance to provide a structure with the minimum amount of steel whilst providing structural adequacy. Portal frame sheds have been refined continuously for many years, with only minimal amounts of savings in stee

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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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6

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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De, Villiers Pieter Jacobus. "Imposed loads for inaccessible roofs of light industrial steel buildings." Thesis, Stellenbosch : Stellenbosch University, 2003. http://hdl.handle.net/10019.1/53460.

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Thesis (MScEng)--Stellenbosch University, 2003.<br>Some digitised pages may appear illegible due to the condition of the original hard copy.<br>ENGLISH ABSTRACT: A critical evaluation of provisions for imposed loads in the South African Loading Code for design of structures, SABS 0160-1989 (SABS), by comparison with other codes was performed earlier. The evaluation revealed the SABS loading code to be generally non-conservative in its provisions for imposed loads for a range of general and specialist occupancy classes. The SABS provision for imposed loads for inaccessible roofs was found

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Chatterjee, Aritra. "Structural System Reliability with Application to Light Steel-Framed Buildings." Diss., Virginia Tech, 2017. http://hdl.handle.net/10919/74879.

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A general framework to design structural systems for a system-reliability goal is proposed. Component-based structural design proceeds on a member to member basis, insuring acceptable failure probabilities for every single structural member without explicitly assessing the overall system safety, whereas structural failure consequences are related to the whole system performance (the cost of a building or a bridge destroyed by an earthquake) rather than a single beam or column failure. Engineering intuition tells us that the system is safer than each individual component due to the likelihood o

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11

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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12

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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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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Weimer, Bianca Funk. "Avaliação da influência de furos na capacidade resistente de perfis usados no sistema construtivo Light Steel Framing." reponame:Biblioteca Digital de Teses e Dissertações da UFRGS, 2017. http://hdl.handle.net/10183/173178.

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O sistema construtivo Light Steel Framing, que já é bastante desenvolvido e utilizado no exterior, vem sendo cada vez mais empregado no Brasil. Esse sistema apresenta diversas vantagens, tanto em relação ao uso de madeira quanto às construções tradicionais em alvenaria, destacando-se pela redução no prazo de execução, maior durabilidade das construções e redução de desperdício e perda de materiais. Contudo, verificam-se carências de informações no que diz respeito, principalmente, ao método de dimensionamento dessas estruturas. No âmbito nacional, a principal referência é a norma NBR 14762, ma

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Torres, Filho Rodrigo José de Almeida. "Análise térmica de estruturas de aço utilizadas no sistema light steel framing." Universidade Tecnológica Federal do Paraná, 2017. http://repositorio.utfpr.edu.br/jspui/handle/1/2641.

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O presente trabalho apresenta uma análise numérica do desempenho térmico de painéis construídos utilizando o sistema light steel framing (LSF) submetido a ação térmica decorrente de um incêndio. O objeto de estudo foram painéis utilizados na construção de duas casas modelo localizadas na Universidade Tecnológica Federal do Paraná campus Curitiba, construídas com materiais disponíveis comercialmente no Brasil e as análises utilizaram propriedades disponibilizadas pelos fabricantes e pela norma brasileira. A análise numérica foi realizada no software ANSYS, com base no método dos elementos finit

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Silva, Vanessa Cristina Soncin da [UNESP]. "Estudo da estabilidade e da capacidade resistente de painéis estruturais do sistema construtivo Light Steel Framing." Universidade Estadual Paulista (UNESP), 2013. http://hdl.handle.net/11449/91468.

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Made available in DSpace on 2014-06-11T19:25:21Z (GMT). No. of bitstreams: 0 Previous issue date: 2013-01-18Bitstream added on 2014-06-13T20:13:40Z : No. of bitstreams: 1 silva_vcs_me_ilha.pdf: 3184592 bytes, checksum: 07b41a4915935f9e6c2c81f09582a3b7 (MD5)<br>O presente trabalho estuda a estabilidade de painéis estruturais do sistema construtivo Light Steel Framing (LSF) a partir da modelagem computacional de painéis estruturais, com o intuito de analisar a instabilidade global, os deslocamentos horizontais de topo e os esforços resistentes dos perfis formados a frio que compõem estas estru

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Silva, Vanessa Cristina Soncin da. "Estudo da estabilidade e da capacidade resistente de painéis estruturais do sistema construtivo Light Steel Framing /." Ilha Solteira, 2013. http://hdl.handle.net/11449/91468.

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Orientador: Jefferson Sidney Camacho<br>Coorientador: Renato Bertolino Júnior<br>Banca: Rogério de Oliveira Rodrigues<br>Banca: Jorge Munaiar Neto<br>Resumo: O presente trabalho estuda a estabilidade de painéis estruturais do sistema construtivo Light Steel Framing (LSF) a partir da modelagem computacional de painéis estruturais, com o intuito de analisar a instabilidade global, os deslocamentos horizontais de topo e os esforços resistentes dos perfis formados a frio que compõem estas estruturas. Realizaram-se análises lineares, não-lineares e de flambagem de geometrias de painéis comumente em

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18

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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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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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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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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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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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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Oosthuizen, Frederik du Toit. "Probabilistic based evaluation of the structural reliability achieved for a typical building designed according to SANS 517:2009 and SANS 10162- 2:2010." Thesis, Stellenbosch : Stellenbosch University, 2011. http://hdl.handle.net/10019.1/17792.

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Thesis (MScEng)--Stellenbosch University, 2011.<br>ENGLISH ABSTRACT: This study aims to perform a quantitative probabilistic based evaluation of the reliability achieved in the design of Light Steel Frame Buildings (LSFB) when designed according to the loading code, SANS 517:2009 and the new design code for cold formed steel sections, SANS 10162-2:2010. The evaluation was done as follows: A specific structure, chosen and designed according to the specifications given in SANS 517:2009, was modelled in a structural analysis program. From the analyses done it was possible to identify the mo

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Harati, Ebrahim. "Fatigue strength of welds in 800 MPa yield strength steels : Effects of weld toe geometry and residual stress." Licentiate thesis, Högskolan Väst, Avd för tillverkningsprocesser, 2015. http://urn.kb.se/resolve?urn=urn:nbn:se:hv:diva-8009.

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Nowadays there is a strong demand for lighter vehicles in order to increase the pay load. Through this the specific fuel consumption is decreased, the amount of greenhouse gases is lowered and the transport economy improved. One possibility to optimize the weight is to make the components from high strength steels and join them by welding. Welding is the main joining method for fabrication of a large proportion of all engineering structures. Many components experience fatigue loading during all or part of their life time and welded connections are often the prime location of fatigue failure.Fa

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Velfl, Martin. "Nové brněnské hlavní nádraží a jeho veřejná prostranství." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2020. http://www.nusl.cz/ntk/nusl-414297.

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The topic discussed in Brno for several decades is certainly the building of the new main railway station and its location. Countless architectural and urban studies have been done especially in 2018, which examined three possible locations of the station. After considering the possibilities, it was decided to place a new railway station near by the Svratka river. The advantage of the chosen location is the possibility of constructing a high-speed track, which is not possible in the current position of the station. Furthermore, this area allows the construction of a station on a green field, w

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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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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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Han-Yun, Wu, and 吳涵韻. "A study of efficacy of the fire fighting for light steel structure (metal buildings) located in Taoyuan City." Thesis, 2017. http://ndltd.ncl.edu.tw/handle/rgs42s.

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碩士<br>吳鳳科技大學<br>消防研究所<br>105<br>Due to the use of metal to construct roofs or even the main bodies of buildings being a common phenomenon from cities to remote areas in Taiwan, the fire rescue measures for metal sheet houses have been a major concern for firefighters. Due to the advantages of shorter time and lower cost, metal sheets are widely used in domestic construction. While its convenience in usage along with large building sizes providing a lot of conveniences for users, such advantages have become disadvantages in the practice of fire rescue due to its serious lack of fire protection,

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(7041473), Christopher A. Baker. "Unmanned Aerial Vehicle Remote Sensing Technology for Structural Damage Assessments in Low-Light Conditions." Thesis, 2019.

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The research explores the viability of using a small Unmanned Aerial Vehicle equipped with thermal imaging and lowlight camera to assess structural damage to steel girders. Damage assessments following natural disasters are daunting and arduous tasks that are resources intensive and dangerous. Unmanned aerial vehicles with remote sensing technology (UAV-RS) have been used in recent large-scale disaster events such as Hurricanes Katerina, Harvey, Irma, and Maria as well as others. Current assessment methods of structures include; inspectors physically conducting detailed and rapid s

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Hung, Liang-Chen, and 洪亮辰. "The Research on Construction Integration of External Walls for Light-Weight Steel Structure in Low-Rise Residential Buildings in Taiwan." Thesis, 2002. http://ndltd.ncl.edu.tw/handle/f9v6w7.

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碩士<br>國立成功大學<br>建築學系碩博士班<br>90<br>ABSTRACT 　　In the 921 earthquake, there were many buildings damaged which were residential and commercial house and almost made by reinforced concrete and reinforced brick construction. Further, concrete causes damage to earth environment and sustainable resource. We must take account of future buildings in Taiwan to face green building, and to achieve energy saving, laborsaving, lightweight and recyclable lightweight construction. 　　On construction interface, the relation of interface between external walls and building elements was closed together. As the in

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Mendes, Pedro Eduardo Rodrigues. "Structural Design of a Light Steel Frame House." Master's thesis, 2019. https://hdl.handle.net/10216/123502.

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Yu-wen, Chiu, and 邱裕文. "A Design Study on the Light Steel Structures in Taiwan." Thesis, 2003. http://ndltd.ncl.edu.tw/handle/99921526826472787557.

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碩士<br>國立臺灣科技大學<br>建築系<br>91<br>System development is to find “the most harmonious point” among system participants. The purpose of this research is to develop a building system that suits the local environment. Thus, this system development would mainly focus on light steel, the most extensively used material in Taiwan, and three building types: single building, traditional street house, and nucleated settlement in Taiwan. The system operating procedure contains three stages: Stage 1. System Planning, Stage 2. System Production Design, and Stage 3. System Simulation. From the angle

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Costa, Vítor Diogo Pedro. "Estratégias de Minimização de Pontes Térmicas em Paredes com Estrutura Metálica Leve." Master's thesis, 2016. http://hdl.handle.net/10316/97161.

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Dissertação de Mestrado em Engenharia Civil, na especialidade de Construções, apresentada à Faculdade de Ciências e Tecnologia da Universidade de Coimbra.<br>Atualmente, a construção em aço leve, também denominada por Light Steel Framing (LSF), começa a ganhar força em edifícios habitacionais não só por toda a Europa, mas também em Portugal. Nestes edifícios com estrutura metálica, as pontes térmicas originadas pela elevada condutibilidade térmica do aço, necessitam ainda de mais atenção no sentido de as mitigar, visto que este é um material com piores características térmicas quando comparado

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Lung-JuiChao and 趙隆瑞. "Room fire tests and FEM simulations of fire behavior and structural safety for Box-structured Light Steel Houses." Thesis, 2010. http://ndltd.ncl.edu.tw/handle/01998986550101360755.

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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 recent years, light steel structure has been widely being used in foreign countries. Among its merits are that it is lightweight, easy to construct, and excellent seismic performance. However, when subjected to high temperature in room fires, the material strength would be substantially reduced. Therefore, it is essential to learn about its structural behaviors at a fire scene. This study has conducted structural behavior analysis on the units of Box-structured Light Steel House in an actual room fire. A room fire test on the single unit of the Box-struct

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陳慶主. "THE RESERACH OF APPLICATION FOR LIGHT STEEL STRUCTURES IN LOW-RISE RESIDENTIAL BUILDING." Thesis, 2000. http://ndltd.ncl.edu.tw/handle/20418907255873609915.

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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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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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Moreira, Carlos Bruno Couto. "Indicadores chave de sustentabilidade para edifícios residenciais em estrutura metálica." Master's thesis, 2015. http://hdl.handle.net/1822/40469.

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Dissertação de mestrado integrado em Engenharia Civil<br>A indústria da construção é uma das maiores consumidoras de recursos naturais e produtoras de resíduos. Assim a necessidade de a adaptar ao conceito de sustentabilidade, torna-se deveras importante no presente e no futuro. Deste modo, ao longo dos últimos anos têm sido feitos esforços de modo a garantir a sustentabilidade dos recursos naturais, procurando desta forma novas soluções e métodos de construção. A água enquanto recurso natural é um elemento de elevada importância no planeta Terra. Embora o Homem se encontre cada vez mais

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Lee, Tse-Der, and 李則德. "The Research on Evaluation Model of Construction Performance for Light-Weight Steel Structures in Low-Rise Residential Buildings in Taiwan －By Taking Production and Economy as Case Studies." Thesis, 2002. http://ndltd.ncl.edu.tw/handle/f8u4zd.

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碩士<br>國立成功大學<br>建築學系碩博士班<br>90<br>Base on the consideration about sustainable development of the earth’s environment, reduction in resource use and ecological loadings by the building industry has become a vital issue for the continued survival and evolution of mankind. Green building is one of the most efficacious means to attain sustainable development and to enhance the quality of living environment. But the information about light-weight steel structures in low-rise residential buildings is not complete. Therefore, the research motivation is generated to integrate the experts’ cognition. U

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