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Journal articles on the topic 'Light gauge steel'

Author: Grafiati

Published: 4 June 2021

Last updated: 27 July 2025

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1

Abramczyk, Jacek. "Deployable structures as supports for light gauge steel shells." Journal of Civil Engineering, Environment and Architecture XXX, no. 60 (1/13) (2013): 5–18. http://dx.doi.org/10.7862/rb.2013.1.

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2

Baleshan, Balachandren, and Mahen Mahendran. "Experimental study of light gauge steel framing floor systems under fire conditions." Advances in Structural Engineering 20, no. 3 (2016): 426–45. http://dx.doi.org/10.1177/1369433216653508.

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Cold-formed steel members can be assembled in various combinations to provide cost-efficient and safe light gauge floor systems for buildings. Such light gauge steel framing floor systems are widely accepted in industrial and commercial building construction. Light gauge steel framing floor systems must be designed to serve as fire compartment boundaries and provide adequate fire resistance. Floor assemblies with higher fire resistance rating are needed to develop resilient building systems for extreme fire events. Recently, a new composite panel system based on external insulation has been de

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3

Arifur, Reza, Amin Jawadul, and Sharmin Reza Chowdhury Dr. "A State of Art Review of Light-Weight Steel Structure for Residential House Construction." Journal of Structural Engineering, its Applications and Analysis 5, no. 3 (2022): 1–9. https://doi.org/10.5281/zenodo.6976101.

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Light-gauge steel, (sometimes referred to as cold-formed steel and cold-rolled steel) is a cold-formed material used to strengthen and streamline building operations. It doesn't age as wood does. Contrary to structural steel, it is not bulky. It is not as weighty as concrete. One option to lower the cost of housing is to expand the supply of affordable housing more quickly, however the construction industry has trouble meeting demand using the present industrialized building system (IBS) because of the problem of high project costs, time, and labor. Consequently, the light steel housing (L

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4

Yang, Yuan Zhang, Zhi Jun Wang, and Wei Chao Kong. "Analysis of Light Gauge Steel Truss Girder-Profiled Steel-Light Concrete Composite Floor with Different Screw Distributions." Applied Mechanics and Materials 454 (October 2013): 163–68. http://dx.doi.org/10.4028/www.scientific.net/amm.454.163.

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This paper describes the important influence of screw connection between profiled steel sheets and the light gauge steel truss girders on the mechanical performance of the light gauge steel truss girder-profiled steel-light concrete composite floor. The ABAQUS finite element model is built to simulate the bending performance of the composite floor. The feasibility of FE model is examined based on the experiment data. By changing the screw distribution of the model, this paper analyzes the relation between the mechanical performance and screw distributions of the composite floor.

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5

Wang, Xiao Ping, Li Yu, and Bo Lu. "Roof Structural Program of Main Plant for GuanDi Hydropower Station." Applied Mechanics and Materials 105-107 (September 2011): 2080–85. http://dx.doi.org/10.4028/www.scientific.net/amm.105-107.2080.

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Concrete beam and slab system is commonly applied in the main plant roof of hydropower station, which is difficult for construction and slow, having a great impact on the construction period. For the main plant roof structure (span of 30 metres)of GuanDi hydropower station in Yalong River, this paper proposes three light steel roof systems, which are arched corrugated steel roof, light gauge-steel and shell roof, and carries detailed analyses and comparisons on the force calculation, appearance, the amount of steel, site construction, anticorrosive performance and other aspects. Regarded that

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6

Wang, Xiao Ping, Tian Han, and Fang Yin. "Light Gauge Steel-Light Weight Aggregate Concrete Structure and Application." Advanced Materials Research 479-481 (February 2012): 23–26. http://dx.doi.org/10.4028/www.scientific.net/amr.479-481.23.

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Light gauge steel-light weight aggregate concrete structure is a new type of structure system. This paper introduces the composition, characteristics and production and installation process of this kind of structure. For the Da Yunhe villas, as an example, this paper presents the structure detail and analysis method, and gives the bearing capacity and rigidity calculation result of the typical wall and floor beams, which verify the design code of the steel structure. This paper provides the beneficial reference and basis for future research and promotion.

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7

Zambrano, P. C., A. L. Delgado, M. P. Guerrero-Mata, R. Colás, and L. A. Leduc. "Hot Rolling of Light Gauge Steel Strip." ISIJ International 43, no. 7 (2003): 1030–35. http://dx.doi.org/10.2355/isijinternational.43.1030.

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8

Sakumoto, Y., H. Nomura, M. Matsumoto, A. Ninomiya, T. Miyao, and Y. Sakamoto. "Durability of Galvanized Light-Gauge Steel Shapes." Journal of Structural Engineering 130, no. 1 (2004): 70–77. http://dx.doi.org/10.1061/(asce)0733-9445(2004)130:1(70).

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9

KAGE, Isamu, Yoshihito SAKAMOTO, Kousaku TAKASAKA, and Sakae FUJITA. "Corrosion Resistance of Light Gauge Steels for Steel Framed House." Tetsu-to-Hagane 89, no. 1 (2003): 188–95. http://dx.doi.org/10.2355/tetsutohagane1955.89.1_188.

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10

Mengane, Ms Supriya P. "Review on Light Gauge Steel I- Section under Compression with Flange Stiffener." International Journal for Research in Applied Science and Engineering Technology 12, no. 6 (2024): 2065–68. http://dx.doi.org/10.22214/ijraset.2024.62981.

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Abstract: Cold-formed steel structures has increased rapidly in recent times due to significant improvements to manufacturing technologies and development of thin, high strength steels. The use of cold-formed thin walled steel structures has greater than before in recent years, and some built-up section members are aggravated and widely used for their excellent structural behaviors. The differences of global, local and distortional buckling behaviors among members with built-up and single sections are investigated. This paper presents a detailed review on cold-formed steel channel sections, wh

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11

Zhang, He Ping, Zhi Hui Zeng, and Fu Yan Zheng. "Technical and Economic Analysis of the Prefabricated Light-Gauge Steel Inner Partition in Building Applications." Applied Mechanics and Materials 368-370 (August 2013): 1001–6. http://dx.doi.org/10.4028/www.scientific.net/amm.368-370.1001.

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The basic performance and technical characteristics of the prefabricated light-gauge steel inner partition are introduced in the article. And a detailed analysis of its economic is studied by comparing with other inner partition wall materials. The results show that the prefabricated light-gauge steel inner partition not only has good economic effect, but also has high social value.

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12

Kuromiya, Yusuke, Satoshi Ashizawa, Daiki Ando, and Takeo Oomichi. "Development of Detection and Scanning Sensor Mechanism for the Concealed Objects." Journal of Robotics and Mechatronics 22, no. 3 (2010): 253–61. http://dx.doi.org/10.20965/jrm.2010.p0253.

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Various detection methods for locating non-visible or concealed objects have been developed, but the accuracy of these has been limited to rough presumptions of position. Now, a dismantling robot with highly accurate positioning has been developed. This robot is designed to cut plasterboard that is fixed to light gauge steel with screws hidden under the plasterboard. A sensor with magnets has been designed to detect and trace this light gauge steel. The sensor incorporates a detecting mode and tracing mode to keep high position accuracy and high scanning speed. It was installed in the dismantl

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13

Infent Rosel, P. J., C. Krishnaveni, and S. Senthil Selvan. "Analytical investigation on light gauge steel fluted columns." Materials Today: Proceedings 46 (2021): 3659–64. http://dx.doi.org/10.1016/j.matpr.2021.01.817.

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14

Chapman, J. Luke, Mark N. Coreil, Paul C. Armbruster, and Joanna X. Du. "Shear bond strengths of molar tubes bonded with different adhesives." Australasian Orthodontic Journal 25, no. 1 (2009): 1–7. http://dx.doi.org/10.2478/aoj-2009-0001.

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Abstract Aims This study determined which molar base retentive designs produced the greatest shear bond strength (SBS) to human molars when using different adhesives. Methods One hundred and fifty extracted human molars were divided into 15 groups of 10. The tested molar tube bases included two stainless steel experimental base designs, a titanium single mesh 80 gauge base, a stainless steel double mesh 150 gauge under 80 gauge base and a stainless steel single mesh 80 gauge base. Each base was bonded with Transbond XT, Pad Lock and Light Bond. One primer, Assure, was used for all specimens. B

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15

Guo, Yi Qing, and Ping Zhou Cao. "Experimental Research of Lightweight Composite Wall on Lateral and Vertical Loads." Advanced Materials Research 838-841 (November 2013): 514–18. http://dx.doi.org/10.4028/www.scientific.net/amr.838-841.514.

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To overcome the shortcomings of assembly lightweight steel structure residential system in our country. A new type of lightweight energy-saving composite wall is proposed, which is composed by light-gauge shaped steel and thin panel. In order to investigate the load-bearing behaviour and failure mode of the composite wall, 4 wall specimens in full ratio were designed and manufactured. The experiment study is carried out under lateral and vertical loads. The results show that the self-drilling screw integrate the light-gauge shaped steel and thin panel to bear loads. The decrease of self-drilli

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16

Berman, Jeffrey W., and Michel Bruneau. "Experimental Investigation of Light-Gauge Steel Plate Shear Walls." Journal of Structural Engineering 131, no. 2 (2005): 259–67. http://dx.doi.org/10.1061/(asce)0733-9445(2005)131:2(259).

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17

Davies, J. Michael. "Light gauge steel cassette wall construction — theory and practice." Journal of Constructional Steel Research 62, no. 11 (2006): 1077–86. http://dx.doi.org/10.1016/j.jcsr.2006.06.028.

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18

Cortés-Puentes, W. Leonardo, Dan Palermo, Alaa Abdulridha, and Muslim Majeed. "Compressive strength capacity of light gauge steel composite columns." Case Studies in Construction Materials 5 (December 2016): 64–78. http://dx.doi.org/10.1016/j.cscm.2016.08.001.

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19

Branston, A. E., C. Y. Chen, F. A. Boudreault, and C. A. Rogers. "Testing of light-gauge steel-frame - wood structural panel shear walls." Canadian Journal of Civil Engineering 33, no. 5 (2006): 561–72. http://dx.doi.org/10.1139/l06-014.

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At present, no Canadian document is available with which engineers can design light-gauge steel-frame – wood structural panel shear walls that are relied upon to resist lateral in-plane loading (earthquake and wind). For this reason, a research project was initiated with the overall goal of developing a shear wall design method that could be used in conjunction with the 2005 National Building Code of Canada. The initial phase of the project was to conduct an experimental study to provide information on the response of single-storey shear walls. An extensive program of tests was completed on wa

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20

Venkatesan, V., and R. Ganesan. "A General Study of Light Gauge Steel Building – Case Study." Journal of Physics: Conference Series 1964, no. 7 (2021): 072004. http://dx.doi.org/10.1088/1742-6596/1964/7/072004.

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21

Pawar, Mr Ganapathi. "Beam-Column Connections in Cold-Formed Light Gauge Steel Structures." International Journal for Research in Applied Science and Engineering Technology 6, no. 5 (2018): 2681–87. http://dx.doi.org/10.22214/ijraset.2018.5439.

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22

SAKUMOTO, Yoshifumi, Hiromasa NOMURA, Masamitsu MATSUMOTO, Atsushi NINOMIYA, Toshiaki MIYAO, and Yoshiaki SAKAMOTO. "EXPERIMENTAL STUDY ON DURABILITY OF GALVANIZED LIGHT-GAUGE STEEL SHAPES." Journal of Structural and Construction Engineering (Transactions of AIJ) 66, no. 540 (2001): 133–40. http://dx.doi.org/10.3130/aijs.66.133_1.

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23

Serrette, Reynaud, and Kehinde Ogunfunmi. "Shear Resistance of Gypsum-Sheathed Light-Gauge Steel Stud Walls." Journal of Structural Engineering 122, no. 4 (1996): 383–89. http://dx.doi.org/10.1061/(asce)0733-9445(1996)122:4(383).

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24

Bambach, M. R., and K. J. R. Rasmussen. "Behavior of Self-Drilling Screws in Light-Gauge Steel Construction." Journal of Structural Engineering 133, no. 6 (2007): 895–98. http://dx.doi.org/10.1061/(asce)0733-9445(2007)133:6(895).

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25

Xu, Y. L. "Fatigue Performance of Screw-Fastened Light-Gauge-Steel Roofing Sheets." Journal of Structural Engineering 121, no. 3 (1995): 389–98. http://dx.doi.org/10.1061/(asce)0733-9445(1995)121:3(389).

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26

Ariyanayagam, Anthony Deloge, and Mahen Mahendran. "Residual capacity of fire exposed light gauge steel frame walls." Thin-Walled Structures 124 (March 2018): 107–20. http://dx.doi.org/10.1016/j.tws.2017.11.048.

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27

., P. B. Patil. "PARAMETRIC STUDY OF LIGHT GAUGE STEEL LIPPED CHANNEL COLUMN SECTION." International Journal of Research in Engineering and Technology 04, no. 06 (2015): 79–84. http://dx.doi.org/10.15623/ijret.2015.0406012.

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28

Kesawan, S., P. Rachmadini, S. Sabesan, and B. Janarthanan. "Application of neural networks for light gauge steel fire walls." Engineering Structures 278 (March 2023): 115445. http://dx.doi.org/10.1016/j.engstruct.2022.115445.

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29

Iliescu, Mihaiela, Maria-Magdalena Roşu, and Dragoș Căpăţină. "Optimization of the Induction Process on Light Gauge Steel Profiles Used in Metallic Framed Sustainable Eco-Constructions." Sustainability 11, no. 23 (2019): 6686. http://dx.doi.org/10.3390/su11236686.

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Ecological steel framed sustainable and anti-seismic constructions have been highly developed in America, Asia and Europe. Following this trend, Romania has the opportunity to build houses, flats, offices and storage halls using the light gauge steel (LGS) framing system. For reasons of efficient and economic building, sustainable development and requirements from builders of steel framed constructions in Romania, it has been considered an issue to improve some of the steel mechanical characteristics. The metallic profile, which is the basic component of the steel framed system, is manufacture

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30

Quan, Chunri, Qiang Huang, Dongbin Li, and Yong Chen. "Lateral load bearing characteristics of light gauge steel and lightweight concrete shear walls." Acta Polytechnica CTU Proceedings 33 (March 3, 2022): 473–79. http://dx.doi.org/10.14311/app.2022.33.0473.

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In China, there is a new structural system named light gauge steel and lightweight concrete (LSLC) structure, which used lightweight concrete as structural material in composite way with cold-formed steel. Here, the shear walls are the main structural members for the LSLC structure, which are assembled with the light gauge steel lattice columns and horizontal braces, and filled with lightweight concrete. In this study, the LSLC shear walls are experimentally investigated to evaluate their failure mechanism and lateral load bearing capacity. For this purpose, several specimens with different sh

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31

Lee, Doo-Yong, Bong-Ho Cho, Dam-I. Jung, Jae-Sub Lee, and Keun-Woo Lee. "Experimental Study on the Cyclic Behavior of Integrated Panels for Cold-Formed Steel Shear Wall System." Applied Sciences 10, no. 5 (2020): 1649. http://dx.doi.org/10.3390/app10051649.

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Studies on the constructability of cold-formed steel (CFS) members are lacking. In this context, this paper proposes an integrated panel to replace the studs and steel sheet in the steel-sheathed wall system used in light gauge steel frames. The integrated panel was developed, to not only exhibit better structural performance and constructability than the steel-sheathed wall system, but to also reflect the appropriate details for applications to on-site panel construction. Cyclic loading tests were performed to investigate the seismic performances of three integrated panel specimens and a stee

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32

Gong, Chao, Dawei Sun, Qixian Chen, Yong Zhu, Mingxu Shang, and Faqi Liu. "Seismic Performance of Modular Structures with Novel Steel Frame: Light Gauge Slotted Steel Stud Walls." Shock and Vibration 2022 (February 3, 2022): 1–18. http://dx.doi.org/10.1155/2022/6926657.

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Modular structures are premanufactured off-site and assembled on-site, leading to reduced on-site works and construction periods and improved quality compared to conventional prefabricated steel structures and reinforced concrete structures. Meanwhile, steel frame-light gauge slotted steel stud (LGSS) walls have been considered to be assembled into the modules due to their excellent thermal- and sound-insulation properties. These structural components will also contribute to the resistance of the modular system when subjected to lateral loads/actions, especially seismic actions. A finite eleme

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33

Karandaev, Alexander Sergeevich, Vadim Rifhatovich Khramshin, Igor Yuryevich Andryushin, Andrew Grigoryevich Shubin, and Boris Mikhailovich Loginov. "Improvement of Algorithms for Automatic Gauge Control System of the Hot-Rolling Mill." Applied Mechanics and Materials 756 (April 2015): 592–97. http://dx.doi.org/10.4028/www.scientific.net/amm.756.592.

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The paper studies issues of improvement of the automatic gauge control system (AGCS) in the continuous hot-strip train. The factors influencing longitudinal strip gauge deviations have been classified. It has been proved that Davy McKee AGCS installed at the 2,000 mill of OJSC Magnitogorsk Iron and Steel Works (OAO MMK) does not provide control accuracy factors required at the light gauge strip rolling. The paper considers the functional chart of the improved AGCS realizing algorithm of the dynamic gauge correction. Experimental studies confirm that the developed chart helps to decrease longit

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34

Zhao, Gengqi, Wanqiong Chen, Dapeng Zhao, and Ke Li. "Mechanical Properties of Prefabricated Cold-Formed Steel Stud Wall Panels Sheathed with Fireproof Phenolic Boards under Out-of-Plane Loading." Buildings 12, no. 7 (2022): 897. http://dx.doi.org/10.3390/buildings12070897.

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In this paper, new prefabricated cold-formed light-gauge steel stud wall panels sheathed with fireproof phenolic boards, which are fabricated by connecting the steel studs and the boards by using structural silicone sealant, was proposed. The proposed prefabricated wall has a good fireproof performance and can be manufactured rapidly in a factory. Full-scale tests on the mechanical properties of the prefabricated wall system, consisting of the prefabricated wall and the connection between the wall and the surrounding steel structure under out-of-plane loading, were performed. A total of six sp

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35

Branston, A. E., F. A. Boudreault, C. Y. Chen, and C. A. Rogers. "Light-gauge steel-frame wood structural panel shear wall design method." Canadian Journal of Civil Engineering 33, no. 7 (2006): 872–89. http://dx.doi.org/10.1139/l06-036.

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Design guidelines for laterally loaded (wind and seismic) light-gauge steel-frame wood structural panel shear walls are currently unavailable in Canadian standards and codes. A research project was initiated at McGill University in 2001 with the objective of developing a shear wall design method that could be used in conjunction with the 2005 National Building Code of Canada (NBCC). An extensive program of tests was first carried out to establish a database of shear wall information. The equivalent energy elasticplastic (EEEP) analysis approach was then chosen to derive key design parameter

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36

Chen, C. Y., F. A. Boudreault, A. E. Branston, and C. A. Rogers. "Behaviour of light-gauge steel-frame – wood structural panel shear walls." Canadian Journal of Civil Engineering 33, no. 5 (2006): 573–87. http://dx.doi.org/10.1139/l06-015.

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The second phase of the research project to develop a shear wall design method that could be used in conjunction with the 2005 National Building Code of Canada involved evaluation of the performance characteristics of the tested steel-frame – wood structural panel shear walls. A nonlinear and pinched resistance versus deflection hysteretic behaviour was exhibited, although in most cases the walls could sustain large inelastic deformation cycles with limited strength degradation. A significant amount of energy could be dissipated under reversed cyclic loading. Walls 1220 mm and 2440 mm in lengt

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37

Kyvelou, Pinelopi, David A. Nethercot, Nicolas Hadjipantelis, Constantinos Kyprianou, and Leroy Gardner. "The Evolving Basis for the Design of Light Gauge Steel Systems." International Journal of Structural Stability and Dynamics 20, no. 13 (2020): 2041008. http://dx.doi.org/10.1142/s0219455420410084.

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The importance of allowing for the many different types of structural interaction that have an effect on the performance of light gauge members when used in practical situations is emphasized. A distinction is drawn between internal interactions involving the various plate elements of the steel profiles and external interactions involving the other components in the system. Although full-scale testing of representative systems can capture this behavior, the costs involved make this an impractical general basis for design; codified methods generally consider only isolated plates within members

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38

Sakumoto, Y., T. Hirakawa, H. Masuda, and K. Nakamura. "Fire Resistance of Walls and Floors Using Light-Gauge Steel Shapes." Journal of Structural Engineering 129, no. 11 (2003): 1522–30. http://dx.doi.org/10.1061/(asce)0733-9445(2003)129:11(1522).

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39

Salonvaara, Mikael, and Jyri Nieminen. "Hygrothermal Performance of a New Light Gauge Steel-Framed Envelope System." Journal of Thermal Envelope and Building Science 22, no. 2 (1998): 169–82. http://dx.doi.org/10.1177/109719639802200209.

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40

Trouncer, A. N., and K. J. R. Rasmussen. "Flexural–torsional buckling of ultra light-gauge steel storage rack uprights." Thin-Walled Structures 81 (August 2014): 159–74. http://dx.doi.org/10.1016/j.tws.2013.10.001.

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41

Trouncer, A. N., and K. J. R. Rasmussen. "Ultra-light gauge steel storage rack frames. Part 1: Experimental investigations." Journal of Constructional Steel Research 124 (September 2016): 57–76. http://dx.doi.org/10.1016/j.jcsr.2016.05.014.

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42

Béguin, Gilbert H. "Light Gauge Cold-Formed Steel Profile for Decks in Housing Units." Practice Periodical on Structural Design and Construction 14, no. 4 (2009): 219–23. http://dx.doi.org/10.1061/(asce)1084-0680(2009)14:4(219).

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43

Wasim, Muhammad, Kehan Wang, Zewei Yuan, Michael Jin, Aref Abadel, and Moncef L. Nehdi. "An optimized energy efficient design of a light gauge steel building." Case Studies in Construction Materials 19 (December 2023): e02398. http://dx.doi.org/10.1016/j.cscm.2023.e02398.

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44

Soroushian, Siavash, Esmaeel Rahmanishamsi, and Emmanuel M. Maragakis. "A state of the art review on the analytical simulation of ceiling, piping and partitions." Bulletin of the New Zealand Society for Earthquake Engineering 49, no. 1 (2016): 34–44. http://dx.doi.org/10.5459/bnzsee.49.1.34-44.

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It is well understood from past earthquakes and experimental studies that non-structural systems suffer more damage and sustain greater losses when compared to structural members. Also, recent years have witnessed significant progress in analytical simulation of non-structural systems. Among these non-structural systems, acoustical lay-in suspended ceilings, fire sprinkler piping and light-gauge steel-frame gypsum partition walls were paid more attention as they contributed to the major construction effort inside a building and damage losses during past earthquakes. This state-of-the-art paper

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45

Lee, Doo-Yong, Bong-Ho Cho, and Dam-I. Jung. "Experimental and Numerical Investigation of Integrated Steel Shear Walls with Varying Web Width-to-Thickness Ratios." Advances in Materials Science and Engineering 2023 (May 9, 2023): 1–13. http://dx.doi.org/10.1155/2023/5264233.

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The cold-formed steel-framed shear wall sheathed with steel sheet is widely used as a lateral force-resisting system for light-framed construction. However, the boundary conditions of the screw joint are not clear when steel is screwed to the frame. To address this issue, experimental methods have been used to calculate shear strength, but these methods have many limiting factors. In this study, we investigate the structural performance of integrated steel shear walls with varying web width-to-thickness ratios as an alternative to steel-sheathed shear walls used in light-gauge steel frames. Th

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46

Bsisu, Khair Al Deen, Hunaiti Yaser, Omar Malkawi, and Raja Ynis. "Comparing the Use of CFRP Laminates with Light Gauge Galvanized Steel Plates in Structural Strengthening of Beams Subjected to Flexural Loading." Advanced Materials Research 163-167 (December 2010): 3844–47. http://dx.doi.org/10.4028/www.scientific.net/amr.163-167.3844.

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Structural strengthening of beams subjected to flexure can be done by more than one method, both the CFRP laminates and the Light Gauge Galvanized Steel Plat methods are tested to compare the ductility of members designed using ACI-440 to reach the same strength.

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47

Wang, Duozhi, Xudong Zhi, Fangxu Zhu, and Yixing Wang. "Seismic Fragility of Chinese Light-Gauge Steel Keel Gypsum Board Partition Walls." Shock and Vibration 2021 (June 1, 2021): 1–13. http://dx.doi.org/10.1155/2021/8875486.

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A quasi-static experimental program of light-gauge steel keel gypsum board partition walls (LSKGBPW) was carried out to evaluate the seismic damage phenomena, failure mechanisms, and fragility. The 15 specimens in five groups were designed per current Chinese codes and engineering practice. Then, three damage states were defined based on the damage and repair measures, and the fragility data of each group were presented, providing basic data for the estimation of seismic damage and consequential loss of nonstructural components.

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48

Kadam, Hrishikesh. "Use of Pe-Engineered Wall Panel in Construction to Reduce Construction Time & Cost." INTERNATIONAL JOURNAL OF SCIENTIFIC RESEARCH IN ENGINEERING AND MANAGEMENT 09, no. 04 (2025): 1–9. https://doi.org/10.55041/ijsrem46623.

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Abstract Introduction: The construction industry has traditionally relied on conventional building methods. However, there has been a growing push towards the adoption of modern construction techniques. One such innovation is the use of Light Gauge Steel (LGS), which has gradually been introduced into the industry. Despite its potential, there remains limited understanding regarding stakeholders’ willingness to adopt this method and the advantages it offers. This study aims to explore the integration of Mechanical, Electrical, Plumbing, and Firefighting (MEPF) services into pre-engineered LGS

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SAITO, Sumito, Ken NISHIMURA, Tamaki MAEDA, and Yasuhiro HAYASHI. "STUDY ON NATURAL FREQUENCY OF LIGHT-GAUGE STEEL HOUSE DAMAGED BY EARTHQUAKE." AIJ Journal of Technology and Design 23, no. 54 (2017): 513–16. http://dx.doi.org/10.3130/aijt.23.513.

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Paulmakesh, Dr A., and Gizachew Markos Makebo. "Analysis Of Light Gauge Steel By Using Fem Subjected To Tension Load." Journal of University of Shanghai for Science and Technology 23, no. 09 (2021): 590–603. http://dx.doi.org/10.51201/jusst/21/09564.

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Abstract:

The effective sectional area concept was adopted to conduct the analysis of cold-formed Tension members. ANSYS software was utilized to simulate the behavior of cold-formed steel angle under tension load. The paper describes the results from a finite element investigation into the load capacity tension members of single angle sections of 1.5,.1.6,2 3,4 mm and double angles sections of 2mm under plain (without Lipped) and with Lipped conditions subjected to tension. Numerical investigations were carried out using finite element software ANSYS. In order to simulate the experimental behavior usin

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