Relevant bibliographies by topics / Cold-formed steel / Journal articles
To see the other types of publications on this topic, follow the link: Cold-formed steel.

Journal articles on the topic 'Cold-formed steel'

Author: Grafiati
Published: 4 June 2021
Last updated: 21 February 2023

Create a spot-on reference in APA, MLA, Chicago, Harvard, and other styles

Select a source type:

Consult the top 50 journal articles for your research on the topic 'Cold-formed steel.'

Next to every source in the list of references, there is an 'Add to bibliography' button. Press on it, and we will generate automatically the bibliographic reference to the chosen work in the citation style you need: APA, MLA, Harvard, Chicago, Vancouver, etc.

You can also download the full text of the academic publication as pdf and read online its abstract whenever available in the metadata.

Browse journal articles on a wide variety of disciplines and organise your bibliography correctly.

1

Iuorio, Ornella. "Cold-formed steel housing." Pollack Periodica 2, no. 3 (December 2007): 97–108. http://dx.doi.org/10.1556/pollack.2.2007.3.9.

Full text
APA, Harvard, Vancouver, ISO, and other styles
2

Hancock, G. J. "Cold-formed steel structures." Journal of Constructional Steel Research 59, no. 4 (April 2003): 473–87. http://dx.doi.org/10.1016/s0143-974x(02)00103-7.

Full text
APA, Harvard, Vancouver, ISO, and other styles
3

Brune, Bettina. "Cold-formed steel structures." Steel Construction 6, no. 2 (May 2013): 73. http://dx.doi.org/10.1002/stco.201310024.

Full text
APA, Harvard, Vancouver, ISO, and other styles
4

Clifton, G. C. "Cold formed sections." Bulletin of the New Zealand Society for Earthquake Engineering 18, no. 4 (December 31, 1985): 397–99. http://dx.doi.org/10.5459/bnzsee.18.4.397-399.

Full text
APA, Harvard, Vancouver, ISO, and other styles
5

Lisantono, Ade, Haryanto Yoso Wigroho, and Meita Ratna Sari. "Cold-Formed Steel-Concrete Beams." Jurnal Teknik Sipil 19, no. 2 (August 1, 2012): 115. http://dx.doi.org/10.5614/jts.2012.19.2.3.

Full text
APA, Harvard, Vancouver, ISO, and other styles
6

Murtha‐Smith, Erling, and Paul Magyar. "Cold‐Formed Steel Channel Struts." Journal of Structural Engineering 117, no. 4 (April 1991): 1276–93. http://dx.doi.org/10.1061/(asce)0733-9445(1991)117:4(1276).

Full text
APA, Harvard, Vancouver, ISO, and other styles
7

Tomà, A., G. Sedlacek, and K. Weynand. "Connections in cold-formed steel." Thin-Walled Structures 16, no. 1-4 (January 1993): 219–37. http://dx.doi.org/10.1016/0263-8231(93)90046-d.

Full text
APA, Harvard, Vancouver, ISO, and other styles
8

Lee, Yeong Huei, Cher Siang Tan, Shahrin Mohammad, Mahmood Md Tahir, and Poi Ngian Shek. "Review on Cold-Formed Steel Connections." Scientific World Journal 2014 (2014): 1–11. http://dx.doi.org/10.1155/2014/951216.

Full text
Abstract:
The concept of cold-formed light steel framing construction has been widespread after understanding its structural characteristics with massive research works over the years. Connection serves as one of the important elements for light steel framing in order to achieve its structural stability. Compared to hot-rolled steel sections, cold-formed steel connections perform dissimilarity due to the thin-walled behaviour. This paper aims to review current researches on cold-formed steel connections, particularly for screw connections, storage rack connections, welded connections, and bolted connections. The performance of these connections in the design of cold-formed steel structures is discussed.
APA, Harvard, Vancouver, ISO, and other styles
9

Abdel-Sayed, George, and Kwok-Cheung Chung. "Composite cold-formed steel–concrete columns." Canadian Journal of Civil Engineering 14, no. 3 (June 1, 1987): 295–301. http://dx.doi.org/10.1139/l87-047.

Full text
Abstract:
A new system of composite columns is developed using lipped cold-formed steel channels with embossments and cast-in-place concrete. The combined action of the embossments and the channel's lips leads to very good bond between the steel and the concrete. It has been found that by replacing the standard longitudinal reinforcing bars by cold-formed steel sections of equal area, the structural performance of the columns remains almost unchanged, while considerable savings are achieved in time and material of construction. The present paper outlines the main characteristics of the proposed columns and provides an approach for their analysis and design, which is verified experimentally. Key words: columns, composite structures, concrete (reinforced), construction, cold-formed steel.
APA, Harvard, Vancouver, ISO, and other styles
10

Silva, Adriano Toledo, Arlene Maria Cunha Sarmanho, Gabriel Vieira Nunes, Daniel José Rocha Pereira, and Luiz Henrique de Almeida Neiva. "Cold formed steel semi rigid joints." REM - International Engineering Journal 71, no. 4 (December 2018): 497–504. http://dx.doi.org/10.1590/0370-44672017710121.

Full text
APA, Harvard, Vancouver, ISO, and other styles
11

Schafer, Benjamin W. "Cold-Formed Steel Structures: Special Issue." Journal of Structural Engineering 132, no. 4 (April 2006): 495–96. http://dx.doi.org/10.1061/(asce)0733-9445(2006)132:4(495).

Full text
APA, Harvard, Vancouver, ISO, and other styles
12

Young, Ben. "Research on cold-formed steel columns." Thin-Walled Structures 46, no. 7-9 (July 2008): 731–40. http://dx.doi.org/10.1016/j.tws.2008.01.025.

Full text
APA, Harvard, Vancouver, ISO, and other styles
13

Schafer, B. W., Z. Li, and C. D. Moen. "Computational modeling of cold-formed steel." Thin-Walled Structures 48, no. 10-11 (October 2010): 752–62. http://dx.doi.org/10.1016/j.tws.2010.04.008.

Full text
APA, Harvard, Vancouver, ISO, and other styles
14

Rondal, J. "Cold formed steel members and structures." Journal of Constructional Steel Research 55, no. 1-3 (July 2000): 155–58. http://dx.doi.org/10.1016/s0143-974x(99)00083-8.

Full text
APA, Harvard, Vancouver, ISO, and other styles
15

Harini, B., N. Lingeshwaran, K. Perumal, and K. Aravinthan. "Sustainable design of cold formed steel." Materials Today: Proceedings 33 (2020): 881–85. http://dx.doi.org/10.1016/j.matpr.2020.06.406.

Full text
APA, Harvard, Vancouver, ISO, and other styles
16

Rhodes, J. "Cold-formed steel design — second edition." Thin-Walled Structures 16, no. 1-4 (January 1993): 343–44. http://dx.doi.org/10.1016/0263-8231(93)90054-e.

Full text
APA, Harvard, Vancouver, ISO, and other styles
17

Loughlan, J. "Design of cold-formed steel members." Thin-Walled Structures 16, no. 1-4 (January 1993): 344–46. http://dx.doi.org/10.1016/0263-8231(93)90055-f.

Full text
APA, Harvard, Vancouver, ISO, and other styles
18

Tunca, Osman, Ferhat Erdal, Arif Emre Sağsöz, and Serdar Çarbaş. "Structural features of cold-formed steel profiles." Challenge Journal of Structural Mechanics 4, no. 2 (June 9, 2018): 77. http://dx.doi.org/10.20528/cjsmec.2018.02.005.

Full text
Abstract:
Using capacity of cold-formed steel sections increases thanks to the opportunities which are offered by the developing technology. Low production cost and variety of profiles that can be produce easy, fast, high quality provide to improve its popularity as a structural material. In production, Sulphur and Phosphorous accumulation region occurs at intersection region of flanges and web of hot rolled steel profile. This causes to decrease strength of profile. Other difference between cold-formed and hot rolled steel sections is that mechanical properties of steel material homogeneously distributes throughout the profile. Both in frame and truss systems, cold-formed steel profiles develop both as main and secondary bearing element. These present variety options to the designers with pure, galvanized, aluminized applications. As with many building materials, mechanical behavior of cold-formed steel profile is quite complex due to the nature of thin walled steel sections. Design and analysis methods of cold-formed steel profile are rapidly shaped day by day. The general theory of beams investigated in past studies make possible analyses of cold-formed steel profile. Moreover, in structural systems, using of cold-formed steel profile provide height strength besides sustainable, environmentalist, green building because it requires less material and cost. Although these profiles have many advantages, use of cold-formed steel profiles in our country structures is rather limited unfortunately. New steel construction regulations in Turkey also do not mention cold-formed thin walled steel structure. Main purpose of this study reviews structural specifications of cold-formed steel profiles which are applied world-wide.
APA, Harvard, Vancouver, ISO, and other styles
19

Bitarafan, Mahdi, Youssef Hussein- Zadeh, Farzad Pichkah, and Shahin Lale Arefi. "Finite Elements Modeling and Analysis of Cold-Formed Steel Frame Shear Walls." International Journal of Engineering and Technology 4, no. 6 (2012): 719–22. http://dx.doi.org/10.7763/ijet.2012.v4.471.

Full text
APA, Harvard, Vancouver, ISO, and other styles
20

Zhang, Yu Hua. "Cold-Formed Thin-Walled Steel Framing Residential System." Applied Mechanics and Materials 620 (August 2014): 183–86. http://dx.doi.org/10.4028/www.scientific.net/amm.620.183.

Full text
Abstract:
This paper briefly introduces the cold-formed thin-walled steel residential system, the mechanical behavior analysis on stress of cold-formed thin-walled steel structure residential vertical load and horizontal load, and through compared with cold-formed thin-walled steel structure residential and traditional residential structure, summarized the characteristics of cold-formed steel residential. It is significant that the cold-formed steel residential system will be promoted and applied.
APA, Harvard, Vancouver, ISO, and other styles
21

Cucu, Vlad, Daniel Constantin, and Dan-Ilie Buliga. "Structural Efficiency Of Cold-Formed Steel Purlins." International conference KNOWLEDGE-BASED ORGANIZATION 21, no. 3 (June 1, 2015): 809–14. http://dx.doi.org/10.1515/kbo-2015-0137.

Full text
Abstract:
Abstract Cold-formed steel structures represents an alternative to classic buildings made of hot rolled steel profiles which bring a lot of savings based on advanced calculations and also some practical measures in order to provide optimum strength and weight ratio. Due to these advantages, cold-formed steel structures are used in more technical fields including automotive industry, storage industry, military sheltering and of course building industry. The paper is focused on the economic impact of using lightweight members for the main applications of these structures – roof structures and cladding support. The comparison will be made between classic system with hot formed purlins and advanced lightweight purlins made of cold-formed steel elements, in the same practical situation.
APA, Harvard, Vancouver, ISO, and other styles
22

Feng, Guang Hong, Hong Liang Zhang, Pei Zhang, Xu Chang Zhou, and Yong Zhao. "Properties Uniformity Analysis of Cold Formed Steel Sheet Piling." Applied Mechanics and Materials 174-177 (May 2012): 102–8. http://dx.doi.org/10.4028/www.scientific.net/amm.174-177.102.

Full text
Abstract:
Through analyzing the molding process characteristics of cold-formed steel sheet piling, mechanical testing and metallographic analysis was made on the curved position of the U-shaped cold-formed steel sheet piling , the following conclusions was drawn: Cold formed steel sheet pile was subjected to the complex cross-section cold roll forming process, resulting in the uneven performance of a steel sheet piling along the horizontal. For the open cold formed steel of asymmetric steel sheet piling and complex cross section, a simple test at flat panel location is difficult to represent the overall performance of cold-formed steel, therefore it is necessary to make a comprehensive performance test on locking. A test method to check the locking occlusion performance on the cold bending steel plate is put forward. The experimental tensile strength of the Q235 level of ordinary carbon steel production of cold-formed steel sheet piling locking bite is 66MPa.
APA, Harvard, Vancouver, ISO, and other styles
23

Fu, Jian, Xiao Na Sun, and Rong Huang. "Dynamic Analysis of Cold-Formed Steel Villa." Applied Mechanics and Materials 438-439 (October 2013): 1533–36. http://dx.doi.org/10.4028/www.scientific.net/amm.438-439.1533.

Full text
Abstract:
In this paper, the finite element analysis software ANSYS is used for modal analysis and dynamic analysis of a cold-formed steel villa to calculate its natural frequency, vibration period and dynamic time history curves. The analysis provides a basis for cold-formed steel villas design and has a certain reference value for similar projects.
APA, Harvard, Vancouver, ISO, and other styles
24

Yao, Xing You, Yuan Qi Li, and Zu Yan Shen. "Load-Carrying Capacity Estimation Methods for Cold-Formed Steel Lipped Channel Member Using Effective Width Method." Advanced Materials Research 163-167 (December 2010): 90–101. http://dx.doi.org/10.4028/www.scientific.net/amr.163-167.90.

Full text
Abstract:
Distortional buckling may occur for Cold-formed thin-walled steel lipped channel member except local buckling and overall buckling. The buckling of flange and lip are the important factor for the occurrence the distortional buckling. The different design codes have different design method for calculating plate buckling coefficient of flange and lip using the effective width method. So the effective width method in different codes are introduced and the load-carrying capacities of 100 lipped channel section compressive members collected from reference are computed using ‘Cold-formed steel structures (AS/NZS 4600:2005)’, ‘Supplementary rules for cold-formed members and sheeting(EN1993-1-3:2006)’, ‘North American specification for the design of cold-formed steel Structural Members(AISI-S100:2007)’, ‘Specification for the design of cold-formed steel structural members (AISI:1996)’ and ‘Technical code of cold-formed thin-walled steel structures’(GB50018-2002). The calculated results show that ‘Technical code of cold-formed thin-walled steel structures (GB50018-2002)’ and ‘Supplementary rules for cold-formed members and sheeting (EN1993-1-3:2006)’ are conservative and ‘Cold-formed steel structures (AS/NZS 4600:2005)’, ‘North American specification for the design of cold-formed steel Structural Members (AISI-S100:2007)’ and ‘Specification for the design of cold-formed steel structural members (AISI:1996)’ are unsafe. The elastic buckling stress of different lipped channel sections are predicted by finite strip program (CUFSM) and get the suggested calculation formula of plate buckling coefficient of flange according to regression Analysis. The calculated results using suggested plate buckling coefficient of flange are agree to test results.
APA, Harvard, Vancouver, ISO, and other styles
25

Han, Jun Ke, and Chun Lei Zhang. "Experimental Study on Effect of Cold-Forming Procedures to Cold-Formed Steel Members on Power Transmission Tower." Advanced Materials Research 243-249 (May 2011): 1351–54. http://dx.doi.org/10.4028/www.scientific.net/amr.243-249.1351.

Full text
Abstract:
The cold-formed steel member can arrange the most suitable shape of section according to the material needed. It can increase the load capacity and decrease the weight index when it is used for power transmission towers. The effect of cold-forming procedures to cold-formed steel members is different according to the thickness of steel plate or strip. The design method of cold-formed steel members considering the strength in Chinese code of cold-formed thin-wall steel is proposed when the thickness is less than or equals 6mm. In order to study the effect of cold-forming procedures on the strength of steel, the mechanical property tests are developed on flat plates, adjacent angles and angles, which are cut from cold-formed thick-wall lipped angles. According results of test, advices on improving the formula is proposed, which is used to design the member(t≤6mm) in China, and the design method of cold-formed thick-wall steel members considering their strength is proposed. These will provides technical supports that the cold-formed steel member can be used on power transmission tower broadly.
APA, Harvard, Vancouver, ISO, and other styles
26

Maduliat, Soheila, Priyan Mendis, and Tuan Duc Ngo. "Section classifications for cold-formed channel steel." Proceedings of the Institution of Civil Engineers - Structures and Buildings 167, no. 7 (July 2014): 426–35. http://dx.doi.org/10.1680/stbu.12.00019.

Full text
APA, Harvard, Vancouver, ISO, and other styles
27

Schafer, B. W. "Three Books for Cold-Formed Steel Design." Journal of Structural Engineering 128, no. 11 (November 2002): 1490. http://dx.doi.org/10.1061/(asce)0733-9445(2002)128:11(1490).

Full text
APA, Harvard, Vancouver, ISO, and other styles
28

de Barros Chodraui, Gustavo Monteiro, Jorge Munaiar Neto, Roberto Martins Gonçalves, and Maximiliano Malite. "Distortional Buckling of Cold-Formed Steel Members." Journal of Structural Engineering 132, no. 4 (April 2006): 636–39. http://dx.doi.org/10.1061/(asce)0733-9445(2006)132:4(636).

Full text
APA, Harvard, Vancouver, ISO, and other styles
29

Yener, Muzaffer, and Teoman Pekoz. "Partial Stress Redistribution in Cold‐Formed Steel." Journal of Structural Engineering 111, no. 6 (June 1985): 1169–86. http://dx.doi.org/10.1061/(asce)0733-9445(1985)111:6(1169).

Full text
APA, Harvard, Vancouver, ISO, and other styles
30

Yener, Muzaffer, and Teoman Pekoz. "Partial Moment Redistribution in Cold‐Formed Steel." Journal of Structural Engineering 111, no. 6 (June 1985): 1187–203. http://dx.doi.org/10.1061/(asce)0733-9445(1985)111:6(1187).

Full text
APA, Harvard, Vancouver, ISO, and other styles
31

Weng, C. C., and Teoman Pekoz. "Compression Tests of Cold‐Formed Steel Columns." Journal of Structural Engineering 116, no. 5 (May 1990): 1230–46. http://dx.doi.org/10.1061/(asce)0733-9445(1990)116:5(1230).

Full text
APA, Harvard, Vancouver, ISO, and other styles
32

Weng, C. C., and Teoman Pekoz. "Residual Stresses in Cold‐Formed Steel Members." Journal of Structural Engineering 116, no. 6 (June 1990): 1611–25. http://dx.doi.org/10.1061/(asce)0733-9445(1990)116:6(1611).

Full text
APA, Harvard, Vancouver, ISO, and other styles
33

Nguyen, Richard P. "Thin‐Walled, Cold‐Formed Steel Composite Beams." Journal of Structural Engineering 117, no. 10 (October 1991): 2936–52. http://dx.doi.org/10.1061/(asce)0733-9445(1991)117:10(2936).

Full text
APA, Harvard, Vancouver, ISO, and other styles
34

Espinoza, Jose, Ernesto Hipolito, and Reynaud Serrette. "Cold-Formed Steel Slotted Track Design Strength." Practice Periodical on Structural Design and Construction 23, no. 3 (August 2018): 06018003. http://dx.doi.org/10.1061/(asce)sc.1943-5576.0000370.

Full text
APA, Harvard, Vancouver, ISO, and other styles
35

Schafer, Benjamin W., and Dinar Camotim. "Special Issue on Cold-Formed Steel Structures." Journal of Structural Engineering 139, no. 5 (May 2013): 637–39. http://dx.doi.org/10.1061/(asce)st.1943-541x.0000820.

Full text
APA, Harvard, Vancouver, ISO, and other styles
36

Leng, Jiazhen, James K. Guest, and Benjamin W. Schafer. "Shape optimization of cold-formed steel columns." Thin-Walled Structures 49, no. 12 (December 2011): 1492–503. http://dx.doi.org/10.1016/j.tws.2011.07.009.

Full text
APA, Harvard, Vancouver, ISO, and other styles
37

Madeira, J. F. A., Joaquim Dias, and Nuno Silvestre. "Multiobjective optimization of cold-formed steel columns." Thin-Walled Structures 96 (November 2015): 29–38. http://dx.doi.org/10.1016/j.tws.2015.07.025.

Full text
APA, Harvard, Vancouver, ISO, and other styles
38

LaBoube, R. A., and H. H. Chen. "Education plan for cold-formed steel design." Journal of Constructional Steel Research 46, no. 1-3 (April 1998): 282. http://dx.doi.org/10.1016/s0143-974x(98)00052-2.

Full text
APA, Harvard, Vancouver, ISO, and other styles
39

Hadjipantelis, Nicolas, Leroy Gardner, and M. Ahmer Wadee. "Design of prestressed cold-formed steel beams." Thin-Walled Structures 140 (July 2019): 565–78. http://dx.doi.org/10.1016/j.tws.2019.02.029.

Full text
APA, Harvard, Vancouver, ISO, and other styles
40

Ayhan, Deniz, and Benjamin W. Schafer. "Cold-formed steel member bending stiffness prediction." Journal of Constructional Steel Research 115 (December 2015): 148–59. http://dx.doi.org/10.1016/j.jcsr.2015.07.004.

Full text
APA, Harvard, Vancouver, ISO, and other styles
41

Tomà, A. "European design methods for cold-formed steel." Thin-Walled Structures 16, no. 1-4 (January 1993): 275–91. http://dx.doi.org/10.1016/0263-8231(93)90049-g.

Full text
APA, Harvard, Vancouver, ISO, and other styles
42

Pierin, Igor, and Valdir Pignatta Silva. "Distortional buckling resistance of cold-formed steel." Journal of the Brazilian Society of Mechanical Sciences and Engineering 37, no. 4 (September 26, 2014): 1163–71. http://dx.doi.org/10.1007/s40430-014-0252-x.

Full text
APA, Harvard, Vancouver, ISO, and other styles
43

El-Taly, B. Boshra A., and Mohamed Fattouh. "Optimization of Cold-Formed Steel Channel Columns." International Journal of Civil Engineering 18, no. 9 (May 4, 2020): 995–1008. http://dx.doi.org/10.1007/s40999-020-00514-7.

Full text
APA, Harvard, Vancouver, ISO, and other styles
44

Schafer, Benjamin W. "Cold-formed steel structures around the world." Steel Construction 4, no. 3 (August 2011): 141–49. http://dx.doi.org/10.1002/stco.201110019.

Full text
APA, Harvard, Vancouver, ISO, and other styles
45

Seleim, S., and R. LaBoube. "Behavior of low ductility steels in Cold-Formed Steel connections." Thin-Walled Structures 25, no. 2 (June 1996): 135–51. http://dx.doi.org/10.1016/0263-8231(95)00039-9.

Full text
APA, Harvard, Vancouver, ISO, and other styles
46

Kamal, Ahmed Youssef, and Nader Nabih Khalil. "Composite concrete beam with multi-web cold-formed steel section." Challenge Journal of Concrete Research Letters 10, no. 2 (June 27, 2019): 20. http://dx.doi.org/10.20528/cjcrl.2019.02.001.

Full text
Abstract:
Lately, structural engineers use cold-formed steel sections (CFS) in buildings due to its light-weight and easy shaping. Encasing the cold-formed steel sections by concrete avoiding the structure elements some of its disadvantages especially buckling. This paper reports an experimental test program for beams with a multi-web cold-formed steel section encased by reinforced concrete. Eleven (full-scale) specimens have tested under mid-span concentrated load, the experimental test program designed to cover many cold-formed steel section variables such as (web number, web height, and the steel section length). Comparison between the experimental results for specimens with encased steel cold-formed section and that for reference beam have presented. The experimental results show that the cold-formed steel webs number has a noticeable influence on the structural behaviour of the beam, such as increasing the beam load capacity. The beam load capacity, failure mode and the beam ductility have analysed, and some preparatory criteria for a sufficient outline have presented.
APA, Harvard, Vancouver, ISO, and other styles
47

He, Jun, Jing Li, Zhuoyang Xin, and Weian Jiang. "Composite Timber Panel Optimization for a New-type Cold-Formed Steel Shear Wall." Open Construction and Building Technology Journal 11, no. 1 (August 21, 2017): 255–73. http://dx.doi.org/10.2174/1874836801711010255.

Full text
Abstract:
Background and Methods: This paper illustrates a research on the behavior of the composite timber panels used in a new-type cold-formed steel shear wall, when subjected to monotonic and reversed cyclic in-plane loading. The framing members of this new-type cold-formed steel shear wall are made of cold-formed steels. The inner timber frameworks, sheathed with veneer plywood, form the composite timber panels. Objective: In order to improve the lateral performance of the new-type cold-formed steel shear wall, two different optimized composite timber panels were proposed and tested, namely, increasing the thickness of the sheathings and the addition of steel X-bracings. The main objective of the study is to determine the quantification of the improvement in lateral performance of these two optimized composite timber panels. Results and Conclusion: Observed failure modes, structural performance parameters and the data of the strain gauges were given for each specimen, which indicates two optimized panels both have better lateral performance. But larger deformation and damage of the sheathings happened on the panels with steel X-bracings, so the panels with thick sheathings are more suitable and practical for normal use.
APA, Harvard, Vancouver, ISO, and other styles
48

Serrette, Reynaud, and David Nolan. "Pullout Strength of Steel Pins in Cold-Formed Steel Framing." Journal of Structural Engineering 141, no. 5 (May 2015): 04014144. http://dx.doi.org/10.1061/(asce)st.1943-541x.0001068.

Full text
APA, Harvard, Vancouver, ISO, and other styles
49

Balh, N., J. DaBreo, C. Ong-Tone, K. El-Saloussy, C. Yu, and C. A. Rogers. "Design of steel sheathed cold-formed steel framed shear walls." Thin-Walled Structures 75 (February 2014): 76–86. http://dx.doi.org/10.1016/j.tws.2013.10.023.

Full text
APA, Harvard, Vancouver, ISO, and other styles
50

Tian, Hui-Wen, Yuan-Qi Li, and Cheng Yu. "Testing of steel sheathed cold-formed steel trussed shear walls." Thin-Walled Structures 94 (September 2015): 280–92. http://dx.doi.org/10.1016/j.tws.2015.04.009.

Full text
APA, Harvard, Vancouver, ISO, and other styles
You might also be interested in the bibliographies on the topic 'Cold-formed steel' for other source types:
Dissertations / Theses Books
We offer discounts on all premium plans for authors whose works are included in thematic literature selections. Contact us to get a unique promo code!

To the bibliography