Trapezoidal corrugated plate behavior on Steel Plate Shear Wall

Autor:	Nidiasari, Sabril Haris
Rok vydání:	2021
Předmět:	Steel plate shear wall Materials science Steel frame Displacement control medicine Shear wall Steel plates Stiffness medicine.symptom Composite material Ductility Finite element method
Zdroj:	IOP Conference Series: Earth and Environmental Science. 708:012013
ISSN:	1755-1315 1755-1307
Popis:	Corrugated Steel Plate Shear Wall (CoSPSW) is a corrugated steel plate used in steel frame structures with shear walls instead of flat plates. Corrugated steel plates are reported to have greater strength than using flat steel plates. This study’s specimen model is a one-story steel frame with shear walls using trapezium corrugated plates at an angle of 45°. The analysis was carried out with a finite element analysis using Patran and MSC Nastran software. Structural loading in the form of a monotonic static load with displacement control. The thickness of the corrugated steel plate is varied to analyze the effect of the depth of the corrugated plate on the behavior of the structure. The analysis results of the specimen model indicate that the value of strength, stiffness, and ductility will increase along with the thickness of the corrugated plate. The CoSPSW structure begins to behave in ductile when the corrugated plate’s depth is > 2/3 of the cross-section web thickness.
Databáze:	OpenAIRE
Externí odkaz:	https://explore.openaire.eu/search/publication?articleId=doi_________::786ee19e06bcb5c30308ae212bd76138 https://doi.org/10.1088/1755-1315/708/1/012013 Zobrazit plný text záznamu