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Journal articles on the topic 'Light steel structure'

Author: Grafiati

Published: 18 April 2022

Last updated: 30 July 2025

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1

Charnik, Dmitry. "On Effectiveness Issue of Steel Various Grade Use in the Structures of Prefabricated Constructions and Buildings in Northern Climatic Conditions on Russian Federation Territory." Proceedings of Petersburg Transport University 19, no. 4 (2022): 677–84. http://dx.doi.org/10.20295/1815-588x-2022-4-677-684.

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Purpose: To consider the issue on feasibility of using both conventional and stainless steels from the point of view of their application at the construction of buildings and structures made of Light Steel Thin-Walled Structures (LSTWS) in Northern climatic conditions. To identify main advantages and disadvantages in the use of light steel thin-walled structures in construction. To determine the most vulnerable spots at building construction from LSTWS. Methods: When conducting research on the effectiveness of steel various grade application for prefabricated construction and building structur

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2

Li, Fang Hui, and Fan Meng. "Effects of Snow Load on Light-Weight Steel Structures." Applied Mechanics and Materials 501-504 (January 2014): 777–81. http://dx.doi.org/10.4028/www.scientific.net/amm.501-504.777.

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With the rapid development of economic and construction industry, light-weight steel structural system is widely used in the modern building construction. While, the light-weight steel structures are more sensitive under the effect of snow load than the other structure systems according to the data from the large amount of accidents of steel structure failures, which indicated the necessary and urged us to focus on the impact of snow on the light-weight steel structures. This paper introduces the current research situation and analyzes the method of snow load determination on gable frames in t

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3

Lu, Mei Jun, and Ling Ling Zheng. "Analysis on Exterior Wall Conformation of Low-Rise Light Steel Structure Residence Based on Thermal Theory." Applied Mechanics and Materials 587-589 (July 2014): 384–88. http://dx.doi.org/10.4028/www.scientific.net/amm.587-589.384.

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Light steel structure residence is an optimum selection for the realization of building energy-saving and meeting of green building evaluation standards. Two kinds of system of light steel structure are analyzed and construction method for lightweight combination wall and infilled outer walls of low-rise light steel are summed up. Analysis on exterior wall conformation in low-rise light steel structure is put forward. Results indicate that special construct of light steel structure is equivalent to set closed air space, and thermal performance of infilled external wall of light steel structure

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4

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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5

Liang, De Zhi, and Xiao Juan Song. "Frequency Domain Analysis on Horizontal Wind-Induced Dynamic Responses of Light-Weight Steel Structures with Gabled Frames." Applied Mechanics and Materials 71-78 (July 2011): 3610–14. http://dx.doi.org/10.4028/www.scientific.net/amm.71-78.3610.

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Wind-induced dynamic responses of light-weight steel structures with gabled frames are significant because of their light weight, small stiffness and long natural period, according to Reference [1]. While the current "Technical specification for steel structure of light-weight buildings with gabled frames" (CECS102:2002) and "Lode code for the design of building structures” (GB50009-2001) generally don’t consider the wind-induced vibration influence of gabled frames. Based on rational model, the light-weight steel structure with gabled frame subjected to wind load is simulated by finite elemen

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6

Lu, Mei Jun. "Thermal Optimization Strategy of External Wall in Low-Rise Light Steel Keel Structure Based on the Theory of Thermal Bridge." Advanced Materials Research 671-674 (March 2013): 2150–53. http://dx.doi.org/10.4028/www.scientific.net/amr.671-674.2150.

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Light steel keel structure is the most mature structure system in low-rise light steel structure residence. Exterior wall skeleton belongs to dense ribbed structure, so its thermal problems of exterior wall are more prominent. From light steel keel structure composition and exterior wall structure, based on the theory of thermal bridge, thermal performance of external wall is analyzed and thermal optimization measures of external wall in low-rise light steel keel structure are put forward. Specific measures are as follows: Firstly, finding the optimum balance point between the structure steel

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7

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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8

Jia, Huijuan, Zhiyuan Liu, Binsheng Zhang, Yongsheng Song, and Xian Zhang. "Architectural Formation of Growable Light Steel Structure and Its 3D Visualisation Design and Construction Method." Buildings 12, no. 11 (2022): 2041. http://dx.doi.org/10.3390/buildings12112041.

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With the applications of new construction technologies and design ideas, innovative construction methods and architectural designs promote overall productivity and enrich architectural impressions. However, faced with the contradictions between construction efficiency, project benefits, and sustainability, together with the dynamically variable social demands and monotonous design of current temporary light steel structures, a new type of growable light steel structure with parameterisable and assembled architectural units is proposed. Besides, a fast-assembled track foundation that can be det

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9

Wang, Ming Yang, Yun Peng Chu, Yong Yao, and Yu Ping Zhu. "Light Steel Structure Residence Social Benefit Analysis." Advanced Materials Research 671-674 (March 2013): 496–99. http://dx.doi.org/10.4028/www.scientific.net/amr.671-674.496.

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China is a developing country, and also a quake-prone country. On the one hand is the Special national conditions that per capita energy shortage and frequent earthquakes, on the other hand is the social economy development and people's living environment requirements continue to increase, both of them raised new requirement of China’s residence system development. Light steel structure residence is energy conservation , environmental protection, safety and seismic, these unique advantages just to meet the current development of residential industry in China, so it has a good development prosp

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10

De Vos, G. P. J., and B. W. J. Van Rensburg. "Design and construction considerations for light steel structures." Suid-Afrikaanse Tydskrif vir Natuurwetenskap en Tegnologie 20, no. 3/4 (2001): 101–7. http://dx.doi.org/10.4102/satnt.v20i3/4.257.

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Many alternative structural systems have recently been proposed in South Africa in an attempt to reduce costs of lightweight steel structures. Most of these comprise premanufactured components which are bolted together on site. Large industrial type structures are usually constructed with hot-rolled steel profiles, so that, apart from the architect, a structural engineer, manufacturer and contractor would be required. As an alternative to these existing practices, this article proposes design and construction techniques that may reduce the cost of the structure and at the same time create empl

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11

Zhang, Shao Jun. "All Steel Structure Portal Frame Light Building Structure Design." Applied Mechanics and Materials 496-500 (January 2014): 2575–77. http://dx.doi.org/10.4028/www.scientific.net/amm.496-500.2575.

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According to the whole steel structure portal frame light plant design requirements, its architectural plane design, plant height determination, the determination of axis positioning, building facade design, from the column selection, auxiliary component orientation, profile design, daylighting, ventilated, plant, heat preservation, heat insulation design and other aspects are discussed.

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12

KONAT, Łukasz, and Jerzy NAPIÓRKOWSKI. "THE EFFECT OF THE METHOD AND PARAMETERS OF THE HEAT TREATMENT ON ABRASIVE WEAR RESISTANCE OF 38GSA STEEL." Tribologia 285, no. 3 (2019): 61–69. http://dx.doi.org/10.5604/01.3001.0013.5435.

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This paper presents the structure and the results of abrasive wear resistance testing for 38GSA steel in an asdelivered condition (after heat refining) and after volume hardening. Based on the tests conducted by both light and scanning microscopy methods, it was demonstrated that, due to the performed technological operations, this steel differed significantly in terms of structure compared to the as-delivered condition, which affected its performance characteristics. In an as-delivered condition, 38GSA (38MnSi4) steel is characterised by a finegrained ferrite-pearlite structure with martensit

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13

Xu, Hui Min, Yang Yang Li, and Wei Xu. "Dynamic Characteristic Analysis of Prefabricated Houses of Light-Weight Steel Structure." Applied Mechanics and Materials 578-579 (July 2014): 483–87. http://dx.doi.org/10.4028/www.scientific.net/amm.578-579.483.

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Prefabricated house is a new kind of temporary structure. It has the advantages of extensibility and diversity, and it is also easy to assemble and disassemble. This paper performed the dynamic characteristic test of 4 prefabricated houses of light-weight steel structure on the site by using SVSA, and got the natural frequencies, damping ratios and vibrational modes of these structures. To study the effects of infill walls to the dynamic characteristic of structures, two different modes were built. By comparing the results of numerical evaluation and actual data, the paper analyzed the dynamic

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14

Tang, Hong Yuan, and Bin Yang. "Analysis on Collapse Accidents of Two Steel Structural Buildings." Applied Mechanics and Materials 94-96 (September 2011): 547–50. http://dx.doi.org/10.4028/www.scientific.net/amm.94-96.547.

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Through the detection and appraisal of two collapse accidents of steel structural buildings, the reasons of them are overall analyzed based on the design, construction and material of the steel structures. Combining the characteristics of light steel structure itself, some correlated suggestions are proposed including this kind of structure design and construction.

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15

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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16

Frizon, Felipe, Diego Rizzotto Rossetto, and Paulo A. G. Piloto. "STUDY ON THE STRUCTURAL AND THERMAL PERFORMANCE OF A COLD‐FORMED STEEL FRAME PANEL UNDER FIRE CONDITIONS." ce/papers 7, no. 1-2 (2024): 311–20. http://dx.doi.org/10.1002/cepa.3048.

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AbstractThe Light Steel Frame (LSF) construction system is a method that utilizes light and galvanized steel structures composed of cold‐formed profiles. These profiles come together to create both structural and non‐structural frames, with various coatings. However, in fire situations, the metal structure can be affected, altering its mechanical properties and potentially leading to collapse. This study examined the behavior of a Steel Frame structural panel coated with gypsum boards during a fire, using numerical analyses with the ANSYS software. The results provided insights into the fire r

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17

Zhou, Nianqiang, Weixing Shi, and Jiazeng Shang. "Seismic response of a light steel structure integrated building with steel mortise–tenon connections." Advances in Structural Engineering 22, no. 5 (2018): 1225–37. http://dx.doi.org/10.1177/1369433218811533.

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Mortise–tenon joints play a crucial role in traditional timber structures to resist service and earthquake loading. In this work, the steel mortise–tenon connection from a traditional timber house was extracted and developed for a lightweight steel structure integrated building. This article presents a study on the dynamic performance of an integrated steel house with steel mortise–tenon connections. A shaking table test was conducted with a full-scale model and various excitation intensities. Various parameters, including the natural frequency, the equivalent stiffness of the structure, the s

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18

Syahbana, Mahdi, Agustiar Agustiar, and Lindawati Lindawati. "Pengaruh Angin Terhadap Tata Letak dan Jumlah Sekrup Konstruksi Baja Ringan Berdasarkan SNI-7971- 2013." Tameh 10, no. 2 (2024): 69–79. http://dx.doi.org/10.37598/3mv8p037.

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Light weight steel material has experienced rapid development in the construction. However, there are still many costruction failures on light weight steel, resulting in cost loss. The failure of light steel structures often occurs at the connections. The connection tool on milld steel is usually using a self-drilling screw. The research location is at Aceh One Stop Integrated Service and Investment Service Building (DPMPTSP) Aceh. The problem in this study is the placement and number of screws on the lightweight steel roof structure in the field which is carried out for each member according

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19

Ghareb, AL-Hasnawi Yasser Sami, Andrey V. Shevchenko, and Omar Ismael Alhashimi. "Light Steel Thin -Walled Structures Composite Beam of Cellular Concrete." Materials Science Forum 974 (December 2019): 596–600. http://dx.doi.org/10.4028/www.scientific.net/msf.974.596.

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The cost-efficient field design is very important in the civil engineering. Therefore, the cold-formed steel structures (CFS) are preferred for construction. A Sophisticated CFS structure which uses a Cellular Concrete is implemented in this paper. The utilization Cold-Formed Steel (CFS) structures have become increasingly popular in different fields of building technology. The reasons behind the growing popularity of these products include their fabrication ease, high strength/weight ratio and suitability for a wide range of applications. These advantages can result in more economic designs,

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20

Japtiwale, Ameya A., and Prof N. P. Phadatare. "Analysis of Steel Braced Steel Framed Building using Designed Base Isolator (LRB)." International Journal for Research in Applied Science and Engineering Technology 11, no. 7 (2023): 904–14. http://dx.doi.org/10.22214/ijraset.2023.54769.

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Abstract: In the construction field, new techniques or methods are invented and later implemented. But there are lots of land areas which exist at high seismic intensity zones in India. So that there is a need for an economic solution having earthquake resistant structure. The steel structures are light weight, cheap in cost, reusable, mostly recycled and most importantly more effective at withstanding seismic activities. Base isolation isolates the structure from strata so building becomes safe from seismic activities. Bracing provides stiffness and strength against horizontal shear. The stee

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21

Liang, Zhi Guo, Quan Yang, Ke Xu, Fei He, Xiao Chen Wang, and Min Wang. "The Study on High Precision 3D Detection Method of Steel Plate Surface Based on Structured Light." Advanced Materials Research 572 (October 2012): 338–42. http://dx.doi.org/10.4028/www.scientific.net/amr.572.338.

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Structured light 3D measurement technology with its simple structure, non-contact measurement, fast measurement speed and other advantages, has been widely used. Steel plate surface quality detection is not confined to the two-dimensional feature of gray detection, and local topography measurement for surface quality of steel plate detection becomes increasingly important. In this paper, steel plate surface 3D detection method based on structured light and the factors affecting the measurement accuracy are analyzed. Several effective methods of improving 3D detection accuracy are put forward.

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22

Qu, Zhiyang. "Research on Design and Application of Steel Structure in Building Construction." Highlights in Science, Engineering and Technology 106 (July 16, 2024): 552–57. http://dx.doi.org/10.54097/gcgh4t51.

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Steel structure has been widely used in the design and construction of large venues because of its high strength, light weight and good seismic performance. However, because of the need to consider its seismic performance and instability, how to better design and construction of steel structures is particularly important. This paper starts from three aspects: steel structure stability design method, steel structure optimization design method and steel structure earthquake resistance method. The balance method, energy method and dynamic method of stability design are summarized. The case of fol

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23

Li, Xiang, Guan Tong, and You Hui Zhou. "The Lightweight Design and Simulation of Hydraulic Steel Gate with Metal Sandwich Construction." Advanced Materials Research 1095 (March 2015): 539–44. http://dx.doi.org/10.4028/www.scientific.net/amr.1095.539.

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The paper applies composite technology into the field of hydraulic metal structures and hydropower construction mechanical equipment design, and presents the method of optimum design of hydraulic steel gate metal sandwich construction and simulation analysis. According to characteristics of the structure of the flat hydraulic steel gate and selecting the appropriate metal sandwich construction, this paper optimize the design of a hydraulic steel gate of metal sandwich construction from the perspective of light-weight purpose of structure. Considering the overall mechanical behavior of steel ga

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24

Tang, Xue Qing, Pei Cheng Wu, and Shou Cai Ma. "The Seismic Response Study of Light Steel Storey Adding Structure Considering the Effects of Damping." Advanced Materials Research 1030-1032 (September 2014): 948–51. http://dx.doi.org/10.4028/www.scientific.net/amr.1030-1032.948.

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This paper summarized the current research situation and development direction of the storey adding structure all over the country. On the basis of the situation, combined characteristics of light steel storey adding structure, the article analyzed adding structure's damping distribution regularity. Based on the complex damping theory, through the mode-superposition method, there was established the correction formula of the earthquake response spectrum of light steel storey adding structure considered the effects of damping. All above, the article provides the basis for the study on the dynam

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25

Chen, Hao, Jiu Ping Wei, Tian Wang, and Ting Ting Ma. "The Seismic Performance Analysis of Light Steel Story-Adding on Steel Frame." Applied Mechanics and Materials 501-504 (January 2014): 1573–79. http://dx.doi.org/10.4028/www.scientific.net/amm.501-504.1573.

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It is common for using light steel structure as an upper layer to alter the multi-layer frame structure. But it is easy to form vertical irregular structure of rigid upper and flexible bottom. And the mass, stiffness, period and damping ratio are change after layer-adding. So it should take a holistic analysis of the structure. By using sap2000 to simulate a two-layer steel frame with a portal frame added, the seismic performance was analyzed. The result shows: transfer floor was relatively weak, it requires attention when seismic design; damping ratio has a great influence to seismic, it shou

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26

Du, Wen Feng, Zhi Fei Sun, Hui Zhang, and Fu Dong Yu. "Design and Analysis of a Light-Weight Steel Gabled Frames Structure." Applied Mechanics and Materials 238 (November 2012): 572–75. http://dx.doi.org/10.4028/www.scientific.net/amm.238.572.

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This paper, based on the practical engineering of the steel structure of Henan Shangpin food Co. LTD, introduces the design of a light-weight steel structure with three-span gabled frames, and discusses the solution of the large suspended loads. By taking the steel quantity as the target, the depth calculations and statistical analysis of the reasonable value of the column spacing were carried out. The results show that the large suspended loads should be imposed in the form of live load. When the column spacing is about 8m, the steel quantity is the lowest.

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Shi, Chuqi, Qian Zhao, Jianhua Su, Jingshan Li, and Jia Liu. "Structural Simulation and Frame Reinforcement Technology of Prefabricated Box-type Light Steel Structure Building." Highlights in Science, Engineering and Technology 18 (November 13, 2022): 42–47. http://dx.doi.org/10.54097/hset.v18i.2563.

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In order to recheck the safety of the construction of prefabricated box-type light steel structure house, the structural safety checking calculation is carried out for box connection stress, column bottom stress, anti-wind load design and anti-overturning design. The elastic connection is used for node simulation, and the on-site tensile test is carried out to check the reliability of the model. Based on the connection mode between box column and corner fittings, the frame reinforcement construction technology of prefabricated box-type light steel structure house is studied. A rectangular-ambu

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28

Semko, Oleksandr, Viktor Dariienko, and Vitaliy Sirobaba. "Deformability of Short Steel Reinforced Concrete Structures on Light Concrete." International Journal of Engineering & Technology 7, no. 3.2 (2018): 370. http://dx.doi.org/10.14419/ijet.v7i3.2.14555.

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The calculation, modeling and experimental research of steel-concrete tubular elements made of thin-walled galvanized sheet metal and lightweight concrete have been carried out. The proposed type of structures can be used as a separate structure in the form of a column or a pillar, and one of the types of the reinforcement of a certain light structure. The basic technological and constructive requirements for manufacturing and further exploitation of structures are given. For determination of actual work’s indexes of constructions experimental research of standards are undertaken, and recommen

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Cai, Xue Feng, Zheng Zhang, Yong Chao Ma, and Ji Zhong Zhou. "Finite Element Analysis on Integral Structure of Light Steel Temporary Buildings." Applied Mechanics and Materials 405-408 (September 2013): 921–24. http://dx.doi.org/10.4028/www.scientific.net/amm.405-408.921.

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Light steel temporary building is commonly used in the construction site, with advantages on simple structure, repeat used and small deadweight. There are still not enough researches and relevant standards to conduct the design and construction of the buildings. In order to precede to theoretical study on integral structure of light steel temporary buildings a method which used to set up finite element analysis model about integral structure of light steel temporary buildings was proposed in this paper. The method is based on finite element analysis software, Ansys. Using this method a monolay

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30

Duan, Zhen Kai, and Rui Wang. "Research of the Stainless Steel-Concrete-Carbon Steel Circular Concrete-Filled Double Skin Steel Tubes under Axial Compression." Advanced Materials Research 1065-1069 (December 2014): 1349–53. http://dx.doi.org/10.4028/www.scientific.net/amr.1065-1069.1349.

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Concrete-Filled Steel Tube with high capacity, good ductility and toughness, convenient construction, good fire resistance and other advantages. Currently[1] . Concrete-Filled Steel Tube structure has been widely used in the basic components and the overall structure of behavioral research has made many achievements. There are many advantages of concrete pipe above, but it also has fatal flaws, Stainless steel steel that is the difference[2]. The stainless steel has a beautiful appearance, durability, corrosion resistance, low maintenance costs, good fire resistance and other advantages. New s

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Zhang, Zheng, Xue Feng Cai, Yong Chao Ma, and Ji Zhong Zhou. "Finite Element Analysis on Frame Structure of Light Steel Temporary Buildings." Applied Mechanics and Materials 351-352 (August 2013): 808–11. http://dx.doi.org/10.4028/www.scientific.net/amm.351-352.808.

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Light steel temporary building is commonly used in the construction site, with advantages on simple structure, repeat used and small deadweight. For light steel temporary structure building there are still not enough researches on the mechanical properties and mechanism of action, and there are still not enough relevant standards and requirements to conduct the design and construction of the buildings. In order to precede to theoretical study on frame structure of light steel temporary buildings a method by Finite Element Analysis was proposed. This method is based on FEA software, Ansys. Usin

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32

Liu, Zhong Yang, Wei Chen, and Peng Fei Li. "The Technique of Seismic Isolation in Story-Adding Buildings Using Light-Weight Steel Structure and its Application." Applied Mechanics and Materials 174-177 (May 2012): 2119–21. http://dx.doi.org/10.4028/www.scientific.net/amm.174-177.2119.

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Light-weight steel structure story-adding is a widely used technology in house reconstruction. In this paper, it introduces an technique that using seismic isolation theory in story-adding buildings using light-weight steel structure. On the basis of mechanism analysis, a number of lead rubber bearings（LRB）are set between the top storey of existing building and the newly light steel structure, and the upgraded building is developed as a TMD shock absorber system. Combined a project instance, the relevant technical measures and detail constitutions are given. It should be reference to storey-ad

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33

Li, Qi Cai, Zhen Shan Wang, Ming Zhou Su, Xue Chao Shao, and Lin Shen. "Experiment on the Hysteretic Behaviors of Light-Weight Steel Portal Frame with Tapered Members." Advanced Materials Research 368-373 (October 2011): 206–10. http://dx.doi.org/10.4028/www.scientific.net/amr.368-373.206.

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In order to study the seismic behavior of steel portal frame structures, Cyclic loading test on a 1:3-scaled model of single-story single-bay steel portal frame with tapered members has been carried out. Based on test results, hysteretic curve, skeleton curve, stiffness degradation and transverse displacement of the structure are obtained. Meanwhile, the seismic performances of the structure are analyzed from aspects of ductility, energy consumption, stiffness degradation, bearing capacity, etc. It is concluded that ductility and energy consumption capacity of this structure are poor; because

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34

Zhang, Xin Zhong, and Rui Yan Pang. "Factors and Countermeasures Impacting Sound Insulation Performance of Light Steel Structure House Wall." Advanced Materials Research 368-373 (October 2011): 501–4. http://dx.doi.org/10.4028/www.scientific.net/amr.368-373.501.

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The sound insulation performance of Light steel structure wall directly affects the quality of housing and people’s feeling. A theoretical analysis of the wall of light steel structure residential sound insulation performance is done, and some solutions in poor lightweight wall sound insulation measures is proposed.

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35

Zhang, Jian, and Fuwang Zhao. "Applications of Light Steel and Light Concrete Structure System in Island Building." Journal of Coastal Research 107, sp1 (2020): 73. http://dx.doi.org/10.2112/jcr-si107-019.1.

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36

Pan, Futing, Junlin Gao, Ying Wang, and Tao Wang. "Study on seismic performance of cold-formed steel frame structures based on software ABAQUS." Journal of Physics: Conference Series 2808, no. 1 (2024): 012018. http://dx.doi.org/10.1088/1742-6596/2808/1/012018.

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Abstract Cold-formed steel has many advantages such as high strength, light weight, good economy, and high construction efficiency, which is conducive to the industrialization and green development of buildings. The frame structure has many advantages, such as a flexible spatial layout, easy handling of facades, and simple construction. This study analyzes the seismic performance of cold-formed steel frame structures from three influencing factors: the floor numbers, the cross-sectional dimensions of cold-formed steel, and the strength of steel. The results indicate that the main factors affec

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37

Yang, Chun Shan, Hai Hong Mo, Jun Sheng Chen, and Ming Xun Hou. "Study on Deformation Characteristics of Composite Lining Structure of Shield Tunnel." Advanced Materials Research 815 (October 2013): 240–45. http://dx.doi.org/10.4028/www.scientific.net/amr.815.240.

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A three-dimensional refined model of composite lining is built with the example of shield tunnel of Xijiang water diversion project in Guangzhou by using finite element software. Segment opening and steel pile deformation characteristics are analyzed. Necessity of light material and steel pile is detailed explained. The results show that the maximal segment opening of composite lining is 0.361 millimeter. The bolts are in elastic state and not appear plastic deformation, so segment without leakage. Steel pipe strain curve is approximate circular symmetry in whole circle. It is necessary to add

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38

Wang, Lilin. "The new bud light steel system and the geometric shape evolution of light steel framework for COVID-19 patients appointed hospital (Huoshenshan hospital)." Journal of Intelligent & Fuzzy Systems 39, no. 6 (2020): 9015–26. http://dx.doi.org/10.3233/jifs-189300.

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The light steel structure is always the common material of the movable plank house, and the new bud light steel system is the light steel system used for a long time after the earthquake. This paper discusses the mechanical system of the light steel structure of Huoshenshan hospital, which was built in ten days. In the process of building, the geometric form of roof stress has changed. In the actual structural design, the designer seldom takes the calculation of construction load into account, which is quite different from the actual construction process. So it is very important to simulate an

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Ling, Brandon Yi Yang, Yeong Huei Lee, Shahrin Mohammad, and Cher Siang Tan. "CORROSION OF GALVANISED AND UNGALVANISED COLD-FORMED STEEL IN CHLORIDE AND SULPHATE SOLUTIONS." ASEAN Engineering Journal 13, no. 1 (2023): 145–61. http://dx.doi.org/10.11113/aej.v13.18564.

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The light steel framing is widely use around the world to replace the conventional construction method. However, there are some factors that affect the corrosion rate of the steel framing structures. The factors are oxygen, humidity, sulphate, chloride and copper sulphate which highly contain in seawater regions or specifically coastal area. Hence, all these factors that influence the corrosion rate of the steel framing shall be study to determine the service life and the maintenance required throughout their service life. This paper studies the effect of the chloride, sulphate and the rainwat

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bin Zubir, Mohammad Amirulkhairi, and Nurul Jannah Mohamad. "Application of Flexural Timber Reinforcement in Light Concrete Beam Structure." Applied Mechanics and Materials 695 (November 2014): 631–34. http://dx.doi.org/10.4028/www.scientific.net/amm.695.631.

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Timber is a capable alternative for reinforcement in concrete beam because it possesses high strength ratio compare to its weight although its strength is incompatible to steel. This study was conducted to highlight the flexural behaviour of beam reinforced with two types of timber; Balau and Meranti. Comparisons of behaviour have been made between samples applying the Reinforced Concrete Design to EC2. The result of flexural test shows that steel reinforcement beam (SRB) carried the utmost loads compared to timber sample beam which reinforced with Balau (BRB) and Meranti (MRB). Compared to th

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Cai, Xue Feng, Yong Chao Ma, Zheng Zhang, Ji Zhong Zhou, and Lei Xue. "Experimental Research on Frame Structure of Light Steel Temporary Buildings." Applied Mechanics and Materials 166-169 (May 2012): 450–53. http://dx.doi.org/10.4028/www.scientific.net/amm.166-169.450.

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Static tests were conducted on frame structure of light steel temporary buildings under wind load. The mechanical behavior and the deformation performance of the structure were investigated. A kind of new system of load distribution beams was applied, which imposed the horizontal loads to load points of columns and simulated the uniformly distributed wind load. The load-displacement curves and the strains of the columns were obtained. The performances of the light steel temporary building are summarized and discussed.

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NAPIÓRKOWSKI, Jerzy, Łukasz KONAT, and Krzysztof LIGIER. "THE STRUCTURAL PROPERTIES AND RESISTANCE TO ABRASIVE WEAR IN SOIL OF CREUSABRO STEEL." Tribologia 269, no. 5 (2016): 105–19. http://dx.doi.org/10.5604/01.3001.0010.6611.

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The paper presents the results of abrasive wear resistance tests on Creusabro 4800 and Creusabro 8000 steel. The results obtained for laboratory samples were referred to the structure of the examined types of steel and to the basic indicators characterising their mechanical properties. As a result of the conducted tests, which used the methods of light and scanning microscopy, it has been concluded that, in its delivered condition Creusabro, steel exhibits a complex type of structure, characteristic for steel with the “TRIP effect.” The identified type of structure indicates a precisely adjust

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Zhang, Tao, Yong Zhi Zuo, Hai Wen Teng, De Yun Ma, and Huan Liu. "Study on Rayleigh Damping in Dynamic Analysis for Story-Adding RC Structure of Light-Weight Steel." Applied Mechanics and Materials 482 (December 2013): 123–28. http://dx.doi.org/10.4028/www.scientific.net/amm.482.123.

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Damping ratio is a very important parameter for building structures in the analysis of dynamic response. Story-adding RC structure of light-weight steel is composed by two different material stories. If all the modal damping ratios are defined as the same, as to the dynamic analysis for that structure, the results of analysis will be inappropriate. This paper made some response spectrum analysis on a six-story story-adding RC structure of light-weight steel by finite element analysis software Midas Gen through defining the Rayleigh damping. In the meanwhile, compared the results based on diffe

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Zhang, Zheng, Xue Feng Cai, Yong Chao Ma, and Ji Zhong Zhou. "Experimental Research on Integral Structure of Light Steel Temporary Buildings." Advanced Materials Research 639-640 (January 2013): 141–44. http://dx.doi.org/10.4028/www.scientific.net/amr.639-640.141.

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Static tests were conducted on integral structure of light steel temporary buildings under wind load. The mechanical behavior and the deformation performance of the structure were investigated. A kind of new system of load distribution beams was applied, which imposed the horizontal loads and simulated the uniformly distributed wind load. The load-displacement curves of the columns were obtained. And the strains of the columns and the wall panels were obtained also. The performances of the light steel temporary building are summarized and discussed.

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Wen, Yu, Ke Ke Xu, Jing Tang, and Yu Shun Li. "Research Status and Development Trend of Steel-Bamboo Composite Structure." Advanced Materials Research 893 (February 2014): 716–19. http://dx.doi.org/10.4028/www.scientific.net/amr.893.716.

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Steel structure system is the combination of specific fitting composites which are bamboo veneer and cold bending thin-wall steel, it is a high efficiency and energy-saving building structure system. It contains the advantages of both steel and bamboo, giving full play to the advantages of light weight, high strength, seismic.

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Xiao, Meng, Jianyu Yang, and Wei Zhao. "The practical study of steel-wood composite column in light and low-carbon building." Journal of Physics: Conference Series 2717, no. 1 (2024): 012024. http://dx.doi.org/10.1088/1742-6596/2717/1/012024.

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Abstract Steel improves the safety performance of buildings, but also greatly increases the carbon emissions of buildings, which is not conducive to environmental development. Based on the consideration of reducing building carbon emissions, this study proposes to replace the pure steel load-bearing column in the low-rise building with a new load-bearing column in the form of steel-wood combination, and establishes a theoretical and numerical model to explore its reasonable combination size to verify the safety of the structure in practical applications. And the carbon emission assessment and

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Borek, Wojciech, Małgorzata Czaja, Krzysztof Labisz, Tomasz Tański, Mariusz Krupiński, and Stanislav Rusz. "High Manganese Austenitic X6MnSiAlNbTi26-3-3 Steel - Characteristic, Structures and Properties." Advanced Materials Research 1036 (October 2014): 18–23. http://dx.doi.org/10.4028/www.scientific.net/amr.1036.18.

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The aim of this paper is to determine the high-manganese austenite propensity to twinning induced by the cold working and its effect on structure and mechanical properties, and especially the strain energy per unit volume of new-developed high-manganese Fe – Mn – (Al, Si) investigated steel with various structures after their thermo-mechanical treatments. The new-developed high-manganese steel provides an extensive potential for automotive industries through exhibiting the twinning induced plasticity (TWIP) and transformation induced plasticity (TRIP) mechanisms. TWIP steels not only show exce

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Yang, Dangfeng, Lixiao Yao, and Qi Pang. "Simulation of Fatigue Fracture Detection of Bridge Steel Structures under Cyclic Loads." Computational Intelligence and Neuroscience 2022 (September 13, 2022): 1–12. http://dx.doi.org/10.1155/2022/8534824.

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Bridge steel structures are widely used in bridge construction with the advantages of light self-weight, convenient use, and good bridge span. Steel bridges are subjected to cyclic loading for a long time during their service period, and cyclic loading has a certain influence on their fatigue resistance performance. Fatigue is a phenomenon in which the structure is subjected to cyclic loading that generates cracks, expands continuously, and eventually leads to fracture of the member. The bridge steel structure under the repeated action of vehicle load and cyclic load is caused by microcracks a

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Zhang, Jia Liang, Yong Fei Du, Zhi Min Yan, and Yu Shun Li. "Study on Bonding Properties of Bamboo-Steel Interface under Static Load." Applied Mechanics and Materials 166-169 (May 2012): 176–79. http://dx.doi.org/10.4028/www.scientific.net/amm.166-169.176.

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Bamboo-steel composite structure is a new structure type, which has outstanding advantages of light weight, high strength, energy-saving and environmental protection. Components of this structure use bamboo plywood and cold-formed thin-walled steel as main materials, which are combined by structural adhesives. This paper presents an analysis approach of the bonding properties of bamboo-steel interface under static load.

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Gong, Chun Xia, and Cao Xi. "The Research of the Impact of Dynamic Analysis from the Stiffness of the Light Steel Floor of the Steel Frame." Advanced Materials Research 772 (September 2013): 47–51. http://dx.doi.org/10.4028/www.scientific.net/amr.772.47.

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This paper uses ANSYS10.0 to make modal analysis of the finite element models of the light steel frame. Set up two finite element analysis models with different stiffness of floor, one with the rigid floor assumption, another kind with the light steel floor,so as to research the influence of the calculation results of dynamic analysis. According to the analysis results,we can get that how to define the stiffness of floor is more accurate when design the light steel frame structure. So that to provide the theoretical basis for the designing of light steel frame constructions.

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