{"status":"ok","message-type":"work","message-version":"1.0.0","message":{"indexed":{"date-parts":[[2026,5,2]],"date-time":"2026-05-02T06:51:47Z","timestamp":1777704707679,"version":"3.51.4"},"reference-count":10,"publisher":"SAGE Publications","issue":"6","content-domain":{"domain":[],"crossmark-restriction":false},"short-container-title":["IFS"],"published-print":{"date-parts":[[2020,12,4]]},"abstract":"<jats:p>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 and monitor the whole process of structure installation. In this paper, the finite element software MIDAS \/ Gen is used for simulation analysis to ensure that the simulation analysis results are consistent with the construction process, the model material and the actual size are completely consistent, and the stress simulated by the software can meet the needs of the actual stress through the actual measurement.<\/jats:p>","DOI":"10.3233\/jifs-189300","type":"journal-article","created":{"date-parts":[[2020,9,18]],"date-time":"2020-09-18T12:47:40Z","timestamp":1600433260000},"page":"9015-9026","source":"Crossref","is-referenced-by-count":4,"title":["The new bud light steel system and the geometric shape evolution of light steel framework for COVID-19 patients appointed hospital (Huoshenshan hospital)"],"prefix":"10.1177","volume":"39","author":[{"given":"Lilin","family":"Wang","sequence":"first","affiliation":[{"name":"School of Civil Engineering, Zhengzhou University of Technology, Zhengzhou, China"}]}],"member":"179","reference":[{"issue":"1","key":"10.3233\/JIFS-189300_ref1","doi-asserted-by":"crossref","first-page":"56","DOI":"10.1139\/l06-097","article-title":"Seismic force modification factors for light-gauge steel-frame - Wood structural panel shear walls","volume":"34","author":"Boudreault","year":"2007","journal-title":"Canadian Journal of Civil Engineering"},{"issue":"1","key":"10.3233\/JIFS-189300_ref2","doi-asserted-by":"crossref","first-page":"56","DOI":"10.1139\/l06-097","article-title":"Seismic force modification factors for light-gauge steel-frame - wood structural panel shear walls","volume":"34","author":"Boudreault","year":"2007","journal-title":"Canadian Journal of Civil Engineering"},{"issue":"5","key":"10.3233\/JIFS-189300_ref3","doi-asserted-by":"crossref","first-page":"837","DOI":"10.1061\/(ASCE)ST.1943-541X.0000683","article-title":"Seismic Performance of an Innovative Light-Frame Cold-Formed Steel Frame for Midrise Construction","volume":"139","author":"Dao","year":"2013","journal-title":"Journal of Structural Engineering"},{"issue":"5","key":"10.3233\/JIFS-189300_ref4","first-page":"375","article-title":"Numerical modelling of non-load-bearing light gauge cold-formed steel frame walls under fire conditions","volume":"30","author":"Keerthan","year":"2012","journal-title":"Journal of Fireences"},{"issue":"1","key":"10.3233\/JIFS-189300_ref5","doi-asserted-by":"crossref","first-page":"055","DOI":"10.1109\/EE.1951.6437208","article-title":"Light steel tower line designs","volume":"70","author":"Osipovich","year":"1951","journal-title":"Electrical Engineering"},{"issue":"1","key":"10.3233\/JIFS-189300_ref6","doi-asserted-by":"crossref","first-page":"055","DOI":"10.1109\/EE.1951.6437208","article-title":"Light steel tower line designs","volume":"70","author":"Osipovich","year":"1951","journal-title":"Electrical Engineering"},{"issue":"3","key":"10.3233\/JIFS-189300_ref7","doi-asserted-by":"crossref","first-page":"848","DOI":"10.1061\/(ASCE)0733-9445(1992)118:3(848)","article-title":"Closure of \u201cEstimating Uplift Capacity of Light Steel Roof System\"","volume":"118","author":"LaBoube","year":"1993","journal-title":"Journal of Structural Engineering"},{"issue":"9","key":"10.3233\/JIFS-189300_ref8","doi-asserted-by":"crossref","first-page":"2794","DOI":"10.1061\/(ASCE)0733-9445(1993)119:9(2794)","article-title":"Discussion of \u201cEstimating Uplift Capacity of Light Steel Roof System\u201d By Roger A. La Boube (March, Vol. 188, No. 3)","volume":"119","author":"Dannemann","year":"1993","journal-title":"Journal of Structural Engineering"},{"issue":"3","key":"10.3233\/JIFS-189300_ref9","doi-asserted-by":"crossref","first-page":"383","DOI":"10.1002\/eqe.2662","article-title":"Minimal-disturbance seismic rehabilitation of steel moment-resisting frames using light-weight steel elements","volume":"45","author":"Kurata","year":"2016","journal-title":"Earthquake Engineering & Structural Dynamics"},{"issue":"11","key":"10.3233\/JIFS-189300_ref10","doi-asserted-by":"crossref","first-page":"1522","DOI":"10.1061\/(ASCE)0733-9445(2003)129:11(1522)","article-title":"Fire Resistance of Walls and Floors Using Light-Gauge Steel Shapes","volume":"129","author":"Sakumoto","year":"2003","journal-title":"Journal of Structural Engineering"}],"container-title":["Journal of Intelligent &amp; Fuzzy Systems"],"original-title":[],"link":[{"URL":"https:\/\/content.iospress.com\/download?id=10.3233\/JIFS-189300","content-type":"unspecified","content-version":"vor","intended-application":"similarity-checking"}],"deposited":{"date-parts":[[2026,4,29]],"date-time":"2026-04-29T09:41:50Z","timestamp":1777455710000},"score":1,"resource":{"primary":{"URL":"https:\/\/journals.sagepub.com\/doi\/full\/10.3233\/JIFS-189300"}},"subtitle":[],"editor":[{"given":"Xiaolong","family":"Li","sequence":"additional","affiliation":[]}],"short-title":[],"issued":{"date-parts":[[2020,12,4]]},"references-count":10,"journal-issue":{"issue":"6"},"URL":"https:\/\/doi.org\/10.3233\/jifs-189300","relation":{},"ISSN":["1064-1246","1875-8967"],"issn-type":[{"value":"1064-1246","type":"print"},{"value":"1875-8967","type":"electronic"}],"subject":[],"published":{"date-parts":[[2020,12,4]]}}}