Weiming Yan
Beijing University of Technology
19 Papers
44 Citations
Weiming Yan is an academic researcher from Beijing University of Technology. The author has contributed to research in topics: Cold-formed steel & Rivet. The author has an hindex of 8, co-authored 19 publications.
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Papers
Compression damage constitutive model of hybrid fiber reinforced concrete and its experimental verification
TL;DR: In this article, the constitutive model of hybrid fiber reinforced concrete (HFRC) and the law of damage evolution is studied by means of statistical method and energy method, and the results show that the stress strain curve obtained by the statistical method is in good agreement with the test results when the strain is relatively small.
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Experimental Investigation on the Seismic Performance of Large-Scale Interior Beam-Column Joints with Composite Slab
Shicai Chen,Weiming Yan,Jie Gao +2 more
TL;DR: In this paper, a large-scale interior precast beam-to-column joint with composite slab was tested under reversed cyclic loading that simulated earthquake-type motions, and the performance of the joint was satisfactory.
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Effective Width Method for determining distortional buckling strength of cold-formed steel flexural C and Z sections
Cheng Yu,Weiming Yan +1 more
TL;DR: In this article, a design method based on the Effective Width Method (EWM) was proposed for determining the nominal distortional buckling strength of typical cold-formed steel C and Z sections subjected to bending.
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Improved shear strength design of cold-formed steel connection with single self-piercing rivet
TL;DR: In this article, the authors developed an empirical formula between the combination thicknesses of sheet and rivet length, and proposed quality evaluation standard of SPR connections and a new design method of shear strength.
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Experimental investigation of cold-formed steel shear walls with self-piercing riveted connections
TL;DR: In this article, an experimental investigation of cold-formed steel (CFS) shear walls with self-piercing riveted (SPR) connections under monotonic and reversed cyclic loading was presented.
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