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http://dx.doi.org/10.11112/jksmi.2021.25.2.66

An Experimental Study on the Structural Performance of Steel Beam with Opening Close to End Subjected to Cyclic Loading  

Han, Dong-Ho (Steel Structure Lab (SSL), Pusan National University)
Publication Information
Journal of the Korea institute for structural maintenance and inspection / v.25, no.2, 2021 , pp. 66-73 More about this Journal
Abstract
In the existing study of steel beams with openings, openings are located at a location where the distance to the support point is equal to or greater than the section height. Considering the facilities using the openings in the steel beam, the distance from the opening to the support point may be closer than the height of the beam section. Therefore, research on this is needed. This study is an experimental study to understand the structural performance of beams with openings close to the ends subjected to Cyclic Loading. In addition, in this study, we want to understand the structural performance through experiments on beams with openings reinforced with vertical or horizontal steel plates.
Keywords
Steel-beam; Cyclic loading; Web-opening; Reinforcement of steel plates;
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  • Reference
1 Bower, J. E. (1968), Ultimate Strength of Beams with Rectangular Holes, ASCE Journal of the structural Division, ASCE, 94(ST6), 1315-1337.   DOI
2 Redwood, R. G. (1978), Ultimate Strength of Beams with Rectangular Holes, ASCE Journal of the structural Division, ASCE, 94(ST6), 1315-1337.
3 Redwood, R. G. (1979), Critical Loads for Webs with Holes, ASCE Journal of the structural Division, ASCE, 105(ST10), 2053-2067.   DOI
4 Darwin (1990), Steel and Composite Beams with Web Openings, Report, University of Kansas Center for Research, University of Kansas Center.
5 AISC (2003), Steel and Composite Beams with Web Openings, AISC Steel Design Guide Series 2, AISC, Inc.
6 Kim, K. S. (1980), A Study on the Structural Rigidity of H-Shape Steel Beam with Hole in Web, Journal of the architectural institute of Korea, The Architectural Institute of Korea., 24(1), 57-60.
7 Lee, S. J. (1995), Ultimate Load Capacity of Composite Beams with Upper Web Openings, Journal of the architectural institute of Korea, The Architectural Institute of Korea., 11(6), 137-143.
8 Lee, E. T. (2003), Local Buckling and Plastic Behavior of Perforated Steel Members under Cyclic Loading, Journal of the architectural institute of Korea, The Architectural Institute of Korea, 19(11), 23-32.
9 AISC (2016), Seismic Provisions for Structural Steel Buildings, AISC Seismic Design Manual, AISC, Inc.
10 Han, D. H., and Yoon, S. K. (2020), An Experimental Study on the Structural Performance of Openings at End Steel Beams, Journal of the Korea Institute for Structural Maintenance and Inspection, the Korea Institute for Structural Maintenance and Inspection, 24(6), 138-145.