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Journal articles on the topic 'Light steel frame buildings'

Author: Grafiati
Published: 4 June 2021
Last updated: 1 February 2022

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1

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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2

Cole, Eugene E., and Maryann T. Phipps. "Buildings." Earthquake Spectra 7, no. 2_suppl (1991): 41–48. http://dx.doi.org/10.1193/1.1585661.

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Damage to buildings was surprisingly light considering the severity of the April 22 event. Most buildings near the epicentral region are either light steel frame farming structures or small wood frame commercial and residential structures. Although some of these buildings were observed to have suffered partial or total collapse, the great majority of them were only lightly damaged.
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3

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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4

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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Savenkov, Andrey, Evgeniy Zaenec, and Andrey Ketner. "CONCEALED FRAME MADE OF LIGHT STEEL THIN-WALLED STRUCTURES IN MONOLITHIC FOAM CONCRETE." Scientific Papers Collection of the Angarsk State Technical University 2021, no. 1 (2021): 134–37. http://dx.doi.org/10.36629/2686-7788-2021-1-1-134-137.

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The use of buildings frame elements formed from thin-walled unclosed profiles located in a monolith-ic foam concrete array is considered. This technical solution provides a number of advantages in comparison with the standard version of metal frames, including increasing the overall stability of lightweight profiles
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kumar, Udaya, and Dr Aravind Kumar B. Harwalkar. "Analysis of Retrofitted Cold Formed Steel Multistory Building Frame." International Journal of Innovative Technology and Exploring Engineering 10, no. 11 (2021): 29–39. http://dx.doi.org/10.35940/ijitee.k9468.09101121.

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The cold formed steel section are increasingly used as a structural elements in low rise buildings in recent times, due to the advantages like economic production, easy transportation, low labor cost and high strength to weight ratio. In the current work a G+3 storied building frame is studied for seismic and wind load using Staad-pro software. Light gauge section is taken for beam and slab elements. The seismic analysis is carried out by Equivalent static method. After analysis the results such as story displacement, story drift, Base shear and time period are compared for different models. T
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Zhang, Zheng, Xue Feng Cai, Yong Chao Ma, and Ji Zhong Zhou. "Experimental Research on Integral Structures of Mobile Steel Buildings." Applied Mechanics and Materials 578-579 (July 2014): 555–58. http://dx.doi.org/10.4028/www.scientific.net/amm.578-579.555.

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Static tests were conducted on a two-story mobile steel building under wind loads, and the building is made of two box units of steel frame structures with light composite wall panels. The mechanical behavior and the deformation properties of the structures were investigated. Based on the static equivalent principle, the lateral loads applied to load points of the top of the columns were imposed to simulate wind loads. The displacement values and the relative shifting values of the integral structures were received. The tests results show that the lateral deformations of the mobile buildings a
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8

Karafagka, Stella, Stavroula Fotopoulou, and Kyriazis Pitilakis. "Analytical tsunami fragility curves for seaport RC buildings and steel light frame warehouses." Soil Dynamics and Earthquake Engineering 112 (September 2018): 118–37. http://dx.doi.org/10.1016/j.soildyn.2018.04.037.

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9

Fülöp, Ludovic. "Prospects of Seismic Upgrading a Weak R.C. School Building Using Light Gauge Steel Walls." Applied Mechanics and Materials 777 (July 2015): 179–84. http://dx.doi.org/10.4028/www.scientific.net/amm.777.179.

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Significant number of reinforced concrete building frames executed in the ‘50’s-60’s in Europe need seismic upgrading. At those times understanding of earthquake effects was insufficient and quality control on construction sites lacking. This combination resulted in buildings framed in reinforced concrete with bad quality materials and inadequate reinforcement. The low-medium rise buildings often house public functions today. In this paper, we analyze the potentials and limitations of using light prefabricated steel wall systems (LGSW) to upgrade frames to higher seismic standard. Results show
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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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11

Boudreault, F. A., C. Blais, and C. A. Rogers. "Seismic force modification factors for light-gauge steel-frame - wood structural panel shear walls." Canadian Journal of Civil Engineering 34, no. 1 (2007): 56–65. http://dx.doi.org/10.1139/l06-097.

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Design guidelines for laterally loaded light-gauge steel-frame – wood structural panel shear walls are not available in Canadian codes. A design method for the calculation of shear stiffness and strength has been developed for use with the 2005 National Building Code of Canada (NBCC), however. This method was based on the analysis, using an equivalent energy elastic–plastic (EEEP) approach, of over 180 single-storey shear wall tests of various configurations. Ductility-related (Rd) and overstrength-related (Ro) force modification factors also need to be defined to calculate equivalent static s
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12

Chen, Ming, and Xiao Fei Ma. "In-Plane Stability Bearing Capacity of Variable Section Column." Applied Mechanics and Materials 578-579 (July 2014): 717–22. http://dx.doi.org/10.4028/www.scientific.net/amm.578-579.717.

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Variable section portal frame is increasingly concerned and is widely used for its economy, beauty and short construction period, compared with other traditional structures. In-plane stability response of variable section columns of portal frames is the focus of this paper. Results are presented for parameters influence of variable section column on the in-plane stability bearing capacity with finite element analysis. References are proposed for practical application compared with computational formulas of Technical Specification for Steel Structure of Light-Weight Buildings with Gabled Frames
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13

Redwood, Richard G., Feng Lu, Gilles Bouchard, and Patrick Paultre. "Seismic response of concentrically braced steel frames." Canadian Journal of Civil Engineering 18, no. 6 (1991): 1062–77. http://dx.doi.org/10.1139/l91-129.

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Braced frame structures designed according to the 1990 edition of the National Building Code of Canada and the CSA standard for steel structures (CAN/CSA-S16.1-M89) are analyzed under a number of different earthquake motions. The nonlinear response is studied in the light of the design philosophy, and the validity of a number of design assumptions is examined. The study is limited to a group of eight-storey frames, located either in Victoria, British Columbia, or Montreal, Quebec, all with the same bracing configuration. A 20-storey frame in Montreal is also considered. The results suggest a n
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14

MOWRTAGE (VAIL KARAKALE), WAIEL. "SEISMIC PROTECTION OF EXISTING RC BUILDINGS USING FUSE ELEMENTS." Journal of Earthquake and Tsunami 06, no. 02 (2012): 1250009. http://dx.doi.org/10.1142/s1793431112500091.

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This paper presents a new concept on collapse prevention of existing RC buildings during a seismic event. The idea is to install steel panels in specified locations in the structure to reduce inter-story drifts. The panels are expected to work as a fuse in an electric circuit when a major earthquake occurs; the panels will attract the seismic forces and they may totally damaged but they will prevent severe damage in the main structural system. The proposed panels are light-weight, easy to handle, and can be constructed very quickly. Moreover, they are cheap and do not need formwork or skilled
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15

Abouhamad, Mona, and Metwally Abu-Hamd. "Life Cycle Environmental Assessment of Light Steel Framed Buildings with Cement-Based Walls and Floors." Sustainability 12, no. 24 (2020): 10686. http://dx.doi.org/10.3390/su122410686.

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The objective of this paper is to apply the life cycle assessment methodology to assess the environmental impacts of light steel framed buildings fabricated from cold formed steel (CFS) sections. The assessment covers all phases over the life span of the building from material production, construction, use, and the end of building life, in addition to loads and benefits from reuse/recycling after building disposal. The life cycle inventory and environmental impact indicators are estimated using the Athena Impact Estimator for Buildings. The input data related to the building materials used are
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16

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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17

Sun, Cheng Fang, Xiao Fan Liu, and Qian Gu. "Application of a New Environmental Protection Building Material in Steel Structural System." Applied Mechanics and Materials 174-177 (May 2012): 1159–63. http://dx.doi.org/10.4028/www.scientific.net/amm.174-177.1159.

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The cavity wall material is a kind of new saving energy and environmental protection building material having good physical and mechanic performance including lightweight, high strength, heat insulation and thermal insulation. Making full use of good physical and mechanic performance, as the infilling wall of steel frame structure, a new cavity composite masonry wall material is put forward, which can bear lateral load with steel frame together. Based on test of two specimens, the failure process and pattern is analyzed in detail in this paper, and the hysteretic behavior, energy dissipation a
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18

Ran, Hong Dong, Le Chen, and Yun Mei Ma. "The Longitudinal Seismic Analysis of Single-Story and Single-Span Gabled Frame Structures." Applied Mechanics and Materials 744-746 (March 2015): 335–39. http://dx.doi.org/10.4028/www.scientific.net/amm.744-746.335.

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Four single-story single-span Gabled Frame Structures (GFSs) which included in China national Standard Design Drawing of Light-weight Steel Structure with Gabled Frame (02SG518-1) were studied and their longitudinal seismic performances were evaluated through extensive nonlinear time-history analysis using eight ground motions representing the Frequent Earthquake, DBE and the MCE hazard levels, the load-bearing performances, deformation capacities and the curves of displacement were studied. The analysis results showed that the longitudinal seismic action of all GFSs considered in this study i
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19

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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Dao, Thang Nguyen, and John W. van de Lindt. "Seismic Performance of an Innovative Light-Frame Cold-Formed Steel Frame for Midrise Construction." Journal of Structural Engineering 139, no. 5 (2013): 837–48. http://dx.doi.org/10.1061/(asce)st.1943-541x.0000683.

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21

Clifton, George Charles, and Gregory A. MacRae. "Lessons from the Field; Steel Structure Performance in Earthquakes in New Zealand from 2010 to 2016." Key Engineering Materials 763 (February 2018): 61–71. http://dx.doi.org/10.4028/www.scientific.net/kem.763.61.

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First the Canterbury earthquake series of 2010/2012 and then the Kaikoura Earthquake of 2016 have significantly impacted the building stock in central and southern New Zealand, subjecting a wide range of buildings and building components to earthquake shaking ranging from moderate to severe. The economic and social costs of these earthquakes have been severe, but the lessons learned on how buildings and building systems designed and detailed to New Zealand provisions have performed have been invaluable. We have learned more about this from these earthquakes then from the many reconnaissance tr
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22

Romanenko, S. M., and Y. P. Andriievska. "TECHNICAL INSPECTION OF THE STRUCTURE AND DEVELOPMENT OF THE STRUCTURE OF FRAMES WITH COLD-ROLLED THIN-WALLED PROFILES." Modern structures of metal and wood, no. 25 (August 2021): 119–29. http://dx.doi.org/10.31650/2707-3068-2021-25-119-129.

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Cold rolled steel structures have been known since the mid-19th century in the United States and Great Britain. Despite the advances in the development of cold-rolled structures, the level of their use was lower than that of hot-rolled structures. A significant factor that influenced this imbalance in application was the fact that there were no regulations. Into different countries of the world have their own national regulations for the calculation of cold-rolled steel structures, which have many controversies. In the European group includes the norms of the countries of the European Union, G
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23

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 elastic–plastic (EEEP) analysis approach was then chosen to derive key design parameter
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24

Tasligedik, A. S., S. Pampanin, and A. Palermo. "Damage states and cyclic behaviour of drywalls infilled within RC frames." Bulletin of the New Zealand Society for Earthquake Engineering 45, no. 2 (2012): 84–94. http://dx.doi.org/10.5459/bnzsee.45.2.84-94.

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Drywalls are the typical infill or partitions used in new structures. They are usually located within structural frames and/or between upper and lower floor slabs in buildings. Due to the materials used in their construction, unlike masonry blocks, they can be considered as light non-structural infill/partition walls. These types of walls are especially popular in New Zealand and the USA. In spite of their popularity, little is known about their in-plane cyclic behaviour when infilled within a structural frame. The cause of this lack of knowledge can be attributed to the typical assumption tha
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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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KARATSU, Toshikazu, Kikuo IKARASHI, Shigeharu YAGI, Toshihiko IIJIMA, Kotaro IKEDA, and Tetsuro ONO. "STRUCTURAL CHARACTERISTIC FACTOR OF HYBRID STRUCTURE CONSTRUCTED OF LIGHT GAUGE STEEL CONSTRUCTION AND STEEL MOMENT FRAME." Journal of Structural and Construction Engineering (Transactions of AIJ) 74, no. 639 (2009): 935–44. http://dx.doi.org/10.3130/aijs.74.935.

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Costa, Angélica Felicidade Guião Marcato, João Alexandre Paschoalin Filho, Tatiana Tucunduva Philipi Cortese, and Brenda Chaves Coelho Leite. "THE GREEN ROOF THERMAL PERFORMANCE EVALUATION IN COMPARISON TO ASBESTOS CEMENT TILES APPLIED TO LIGHT STEEL FRAME BRAZILIAN BUILDINGS." International Journal of Architectural Research: ArchNet-IJAR 12, no. 3 (2018): 288. http://dx.doi.org/10.26687/archnet-ijar.v12i3.1709.

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This research aimed at comparing the thermal performance provided in experimental modules, one of which was performed with conventional cover, made of asbestos cement tiles; an another with green cover. The structure of the studied modules was executed using Light Steel Frame technique. As an experimental research, modules were built in a wide place, without the interference of shading. Instruments were installed in the inner part of the modules to measure the following data: air temperature, relative humidity. From the collected data, representative episodes have been chosen for the studies t
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Serrette, R., D. Nolan, and B. Kifle. "Withdrawal Strength of Pneumatically Driven Steel Pin Connections in Cold-Formed Steel Light-Frame Construction." Journal of Structural Engineering 144, no. 1 (2018): 04017174. http://dx.doi.org/10.1061/(asce)st.1943-541x.0001916.

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Basim, Shahnaz, Farzad Hejazi, and Raizal Saifulnaz Bin Muhammad Rashid. "Embedded carbon fiber-reinforced polymer rod in reinforced concrete frame and ultra-high-performance concrete frame joints." International Journal of Advanced Structural Engineering 11, S1 (2019): 35–51. http://dx.doi.org/10.1007/s40091-019-00253-7.

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AbstractBeam–column joints play an important role in providing lateral stiffness and integrity of frames during dynamic loading such as earthquake. In the high humidity areas, during functioning of the building cracks occur, which leads to the corrosion of the reinforcement due to the environmental exposures. Therefore, one of the main failures mechanism of building during an earthquake is caused by easily yielding of corroded steel reinforcement, which leads to reduce functionality of the frame joints in transferring the loads. This study proposed a new design to reinforce the beam-column joi
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Lohmann, Victor, and Paulo Santos. "Trombe Wall Thermal Behavior and Energy Efficiency of a Light Steel Frame Compartment: Experimental and Numerical Assessments." Energies 13, no. 11 (2020): 2744. http://dx.doi.org/10.3390/en13112744.

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Buildings are seeking renewable energy sources (e.g., solar) and passive devices, such as Trombe walls. However, the thermal performance of Trombe walls depends on many factors. In this work, the thermal behavior and energy efficiency of a Trombe wall in a lightweight steel frame compartment were evaluated, making use of in situ measurements and numerical simulations. Measurements were performed inside two real scale experimental identical cubic modules, exposed to natural exterior weather conditions. Simulations were made using validated advanced dynamic models. The winter Trombe wall benefit
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Chen, Xi. "Design and Use of the Joint between Concrete-Filled Square Steel Tubular Special-Shaped Columns and Steel Beams." Key Engineering Materials 517 (June 2012): 870–74. http://dx.doi.org/10.4028/www.scientific.net/kem.517.870.

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Environmentally sustainable building construction has experienced significant growth during the past 10 years. The public is becoming more aware of the benefits of green construction, and green building is leading to changes in the way of owners, designers, contractors, and approach of the design, construction. Concrete-filled square steel tubular special shaped columns - steel beams residence installing efficient and light heat insulation wall is welcome for both owners and designers because of the columns having the same thickness with limb-filled walls, no-shocked indoor, easy to decoration
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Steau, Edward, Mahen Mahendran, and Keerthan Poologanathan. "Elevated temperature thermal properties of carbon steels used in cold-formed light gauge steel frame systems." Journal of Building Engineering 28 (March 2020): 101074. http://dx.doi.org/10.1016/j.jobe.2019.101074.

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Jankovic, Ljubomir, and Silvio Carta. "BioZero—Designing Nature-Inspired Net-Zero Building." Sustainability 13, no. 14 (2021): 7658. http://dx.doi.org/10.3390/su13147658.

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This article introduces BioZero, a nature-inspired near-zero building proposed for Quay St, Brooklyn, New York. The building is designed for the maximum use of daylight and natural ventilation. This is the result of its shallow plan depth and the inner light wells/ventilation stacks, which also serve the inner circulation space. The light wells/ventilation stacks are created as a result of the organic shape of the internal partitions. The building is constructed from a steel frame and hemp-lime bio-composite material (hempcrete), which smooths out the fluctuations of internal air temperature a
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Pichugin, S. F., V. P. Chichulin, and K. V. Chichulina. "SPATIAL STRUCTURES OF CLOSED PROFILES." ACADEMIC JOURNAL Series: Industrial Machine Building, Civil Engineering 1, no. 48 (2017): 138–43. http://dx.doi.org/10.26906/znp.2017.48.787.

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The article presents a new design of steel space trusses, arches, frames of complex application, the main advantages of which are lightness, durability of plane, cost efficiency, reliability, reduction of construction period and investment cycle, energy savings at manufacture, transportation and construction. Based on the previously performed experimental and theoretic studies, the expediency of using box-shaped section parallel chord trusses has been proved. Therefore, new constructive decisions for light efficient trusses, arches, frames that can be used at erection of civil and industrial o
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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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Ardika, I. Nyoman, and I. Nyoman Suardika. "Eksperimen Gabungan Uji Lentur dan Implementasi Teori Wheatstone Bridge untuk Mengetahui Kekuatan Lentur dan Modulus Elastisitas Material Reng Baja Ringan." PROKONS Jurusan Teknik Sipil 15, no. 1 (2021): 17. http://dx.doi.org/10.33795/prokons.v15i1.277.

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Abstract Lightweight steel battens are one of the elements roof frame structure buildings. The material that is widely used today is mild steel. To get optimal results use be lightweight steel battens can be done through a structural analysis. In the analysis structure of light steel battens, required the actual dimensions of the cross-section and strength the light steel battens. The actual dimensions of the cross sections are obtained by direct measurement, and strength is obtained through a laboratory testing process either tensile testing or bending testing. This research was conducted by
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Chen, Xi. "Research on Design and ANSYS of Joints between Steel Beams and Reinforced Concrete Columns." Applied Mechanics and Materials 744-746 (March 2015): 244–47. http://dx.doi.org/10.4028/www.scientific.net/amm.744-746.244.

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Environmentally sustainable building construction has experienced significant growth during the past 10 years. The public is becoming more aware of the benefits of green construction,and green building is leading to changes in the way of owners, designers, contractors, and approach of the design, construction. A new type of frame consisting of steel beam and reinforced concrete column (RCS) installing efficient and light heat insulation wall has been presented in composite frame. The composite frame fully develops the merits of steel and concrete, and thus is reasonable and economical from bot
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38

Zhang, Wenying, Xiangzhi Xu, Yu Zheng, Shuangshuang Wang, and Yuanqi Li. "Influencing factors analysis on shear capacity of cold-formed steel light frame shear walls." Structures 33 (October 2021): 3588–604. http://dx.doi.org/10.1016/j.istruc.2021.06.064.

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39

Kazakov, Yu N., O. A. Timoschuk, and E. D. Sokovikov. "Improving the technology of erecting buildings from box-shaped modules with a steel frame by the automatic connection method using vertical rods and horizontal plates." Вестник гражданских инженеров 17, no. 6 (2020): 132–39. http://dx.doi.org/10.23968/1999-5571-2020-17-6-132-139.

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It is proposed to improve the technology of erecting buildings from blocks based on using the method of automatic connection and a new composite light modular system including the advantages of both materials, concrete and steel. The authors propose using composite beams and concrete tubular columns, combining in this way the advantages of the concrete system (durability, resistance to water, higher sound insulation) with the advantages of the steel system (less weight, easier and faster installation). The scientific novelty of the method is that the vertical rods connect the columns verticall
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Kosiń, Mariusz. "NUMERICAL ANALYSIS OF THE STABILITY OF A TWO-STORY BUILDING MADE USING A LIGHT STEEL SKELETON FRAME." Zeszyty Naukowe Politechniki Częstochowskiej. Budownictwo 175, no. 25 (2020): 92–98. http://dx.doi.org/10.17512/znb.2019.1.14.

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Kosiń, Mariusz. "NUMERICAL ANALYSIS OF THE STABILITY OF A TWO-STORY BUILDING MADE USING A LIGHT STEEL SKELETON FRAME." Zeszyty Naukowe Politechniki Częstochowskiej. Budownictwo 175, no. 25 (2020): 92–98. http://dx.doi.org/10.17512/znb.2020.1.14.

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42

Geng, Nan. "The Application of the Steel Materials in Large-Span Cantilever Composite Structure." Advanced Materials Research 644 (January 2013): 353–57. http://dx.doi.org/10.4028/www.scientific.net/amr.644.353.

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The characteristic of the Steel materials are high strength、light weight、high integral rigidity、high deformation capacity, So the Steel materials is suitable used to build large-span、superelevation、extra-heavy type of building. The urban planning exhibition hall of cultural activity center in Shanxi is large-span cantilever composite structure,that is SRC column and steel beam + concrete frame structure, the maximum cantilever length of fourth layer truss is 10 m.Through the top of the cantilever steel beam with its lower suspension truss and cross-section cantilever steel beam of the first fl
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Nava, M., and R. Serrette. "Effect of Panel Joints on the Performance of Cold-Formed-Steel Light-Frame Shear Walls." Journal of Structural Engineering 141, no. 2 (2015): 06014007. http://dx.doi.org/10.1061/(asce)st.1943-541x.0001104.

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Ariyanayagam, Anthony Deloge, and Mahen Mahendran. "Numerical modelling of load bearing light gauge steel frame wall systems exposed to realistic design fires." Thin-Walled Structures 78 (May 2014): 148–70. http://dx.doi.org/10.1016/j.tws.2014.01.003.

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Wardhani, Adinda Yusi, and Kamaludin Kamaludin. "Kajian Model Struktur Rangka Atap Baja Canai Dingin Studi Kasus Gedung Limbah UBP Saguling. (Hal. 1-8)." RekaRacana: Jurnal Teknil Sipil 4, no. 2 (2018): 1. http://dx.doi.org/10.26760/rekaracana.v4i2.1.

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ABSTRAKBaja canai dingin merupakan salah satu material yang dianggap memiliki waktu konstruksi yang cepat, aman, nyaman, dan tidak merusak estetika dari bangunan. Baja canai dingin memiliki dimensi yang tipis dan ringan namun memiliki kekuatan tarik dan tekan yang tidak kalah dengan baja konvensional. Studi banding dilakukan untuk mengetahui model rangka atap yang paling ringan serta memenuhi syarat nilai kekuatan dan kekakuan. Profil baja yang digunakan adalah C 150x50x20x2,8. Berdasarkan perhitungan kapasitas desain dan kapasitas penampang untuk struktur rangka atap baja canai dingin, maka r
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Lv, Xiujuan, Wuxin Chen, and Xuguang Li. "Simulation application of ALC external wall panel on rigid column frame brace system." E3S Web of Conferences 260 (2021): 03022. http://dx.doi.org/10.1051/e3sconf/202126003022.

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Taking a building under construction as an example, based on ABAQUS software, studies the failure mode, hysteretic curve, displacement ductility and energy consumption capacity of ALC external wall panel under three working conditions of assembled stiffened column frame brace system, assembled frame system and cast-in-place frame system.The simulation results show that:1.Under the action of low cycle load, the assembled stiffened column frame support system has no damage,the maximum stress value is 6.98 MPa, which is located at the position of steel plate at the column bottom; 2.Under the cond
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Martins, Juliana Arrobas, Carlos Marmorato Gomes, Patricia Fontanini, and Kelen Dornelles. "Comparative analysis on thermal performance of MgO and fiber cement boards applied to light steel frame building systems." Journal of Building Engineering 21 (January 2019): 312–16. http://dx.doi.org/10.1016/j.jobe.2018.10.017.

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Bondar, A. V., and V. M. Zagika. "MODERN TECHNOLOGIES OF PREFABRICATED-MONOLITIC FLOORS FOR RECONSTRUCTION OF PUBLIC BUILDINGS." Modern technology, materials and design in construction 29, no. 2 (2021): 35–44. http://dx.doi.org/10.31649/2311-1429-2020-2-35-44.

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During the reconstruction of the school building in Khmilnyk, Vinnytsia region, in order to create an inclusive resource center, it is necessary to replace the existing wooden floor. The floor of a building is a horizontal load-bearing structure created between two vertical rooms to separate them in height. At the same time, it serves as a floor for the upper room and as a ceiling for the lower room. Therefore, it is important to select a more modern reliable version of the floor, the technology of which will meet the limitations and requirements that arise in the reconstruction of public buil
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Kumar, Ashok, Ajay Chaurasia, Sayantani Lal, Aditya Kumar, and Vijayraj. "Prefabricated Foundation System for Single Storey Houses." Journal for the Advancement of Performance Information and Value 8, no. 2 (2016): 78. http://dx.doi.org/10.37265/japiv.v8i2.65.

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Prefabrication technologies have been used in the building industry since the 19th century. The technologies vary from the innovative materials to novel techniques of construction and the prefabricated systems range from individual components to the entire structure. The major prefabrication technologies prevalent today include sandwich panel walling elements, hollow core slabs, light gauge steel frames as well as modular housing. Even though prefabrication technologies have been widely used in slabs, beams and columns, prefab foundation system is still a relatively new concept. The constructi
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Steau, Edward, and Mahen Mahendran. "Elevated temperature thermal properties of fire protective boards and insulation materials for light steel frame systems." Journal of Building Engineering 43 (November 2021): 102571. http://dx.doi.org/10.1016/j.jobe.2021.102571.

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