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A platform for research: civil engineering, architecture and urbanism
Sectional strength design of a double-skin truss-reinforced composite shear wall
https://orcid.org/0000-0001-7462-0534
Highlights Full-scale seismic tests of five innovative double-skin truss-reinforced composite shear wall was briefly introduced. Failure modes of the composite shear wall were analyzed. Working mechanism of the steel components and infilled concrete were analyzed. Sectional shear strength and flexure strength design proposal for the composite shear wall were established.
Abstract The double-skin truss-reinforced composite shear wall is an innovative element which comprises two steel plates, core concrete, concrete-filled steel tubes (CFSTs), which act as boundary members, and steel truss connectors. Truss connectors decrease the out-of-plane deformation that affects the steel plates, and due to the resultant connection and constraint effects, the truss connectors enhance the bearing capacity of the wall. This paper briefly introduces the quasi-static test of five full-scale rectangular double-skin truss-reinforced composite shear wall specimens. The specimen exhibited shear compression failure with an aspect ratio of 2.0, and flexure shear failure occurred when the aspect ratio exceeded 2.0. Based on the analysis of actual stress state of the steel web and actual working performance of the infilled concrete, the shear strength and flexure strength design formulas of double-skin truss-reinforced composite shear wall were established. Comparison results with 26 specimens demonstrate that the design formulas exhibit remarkable accuracy, as most errors are within 20 % and 25 %, respectively. Which provide a preliminary sectional strength design proposal for the double-skin truss-reinforced composite shear wall.
Sectional strength design of a double-skin truss-reinforced composite shear wall
https://orcid.org/0000-0001-7462-0534
Highlights Full-scale seismic tests of five innovative double-skin truss-reinforced composite shear wall was briefly introduced. Failure modes of the composite shear wall were analyzed. Working mechanism of the steel components and infilled concrete were analyzed. Sectional shear strength and flexure strength design proposal for the composite shear wall were established.
Abstract The double-skin truss-reinforced composite shear wall is an innovative element which comprises two steel plates, core concrete, concrete-filled steel tubes (CFSTs), which act as boundary members, and steel truss connectors. Truss connectors decrease the out-of-plane deformation that affects the steel plates, and due to the resultant connection and constraint effects, the truss connectors enhance the bearing capacity of the wall. This paper briefly introduces the quasi-static test of five full-scale rectangular double-skin truss-reinforced composite shear wall specimens. The specimen exhibited shear compression failure with an aspect ratio of 2.0, and flexure shear failure occurred when the aspect ratio exceeded 2.0. Based on the analysis of actual stress state of the steel web and actual working performance of the infilled concrete, the shear strength and flexure strength design formulas of double-skin truss-reinforced composite shear wall were established. Comparison results with 26 specimens demonstrate that the design formulas exhibit remarkable accuracy, as most errors are within 20 % and 25 %, respectively. Which provide a preliminary sectional strength design proposal for the double-skin truss-reinforced composite shear wall.
Sectional strength design of a double-skin truss-reinforced composite shear wall
https://orcid.org/0000-0001-7462-0534
Highlights Full-scale seismic tests of five innovative double-skin truss-reinforced composite shear wall was briefly introduced. Failure modes of the composite shear wall were analyzed. Working mechanism of the steel components and infilled concrete were analyzed. Sectional shear strength and flexure strength design proposal for the composite shear wall were established.
Abstract The double-skin truss-reinforced composite shear wall is an innovative element which comprises two steel plates, core concrete, concrete-filled steel tubes (CFSTs), which act as boundary members, and steel truss connectors. Truss connectors decrease the out-of-plane deformation that affects the steel plates, and due to the resultant connection and constraint effects, the truss connectors enhance the bearing capacity of the wall. This paper briefly introduces the quasi-static test of five full-scale rectangular double-skin truss-reinforced composite shear wall specimens. The specimen exhibited shear compression failure with an aspect ratio of 2.0, and flexure shear failure occurred when the aspect ratio exceeded 2.0. Based on the analysis of actual stress state of the steel web and actual working performance of the infilled concrete, the shear strength and flexure strength design formulas of double-skin truss-reinforced composite shear wall were established. Comparison results with 26 specimens demonstrate that the design formulas exhibit remarkable accuracy, as most errors are within 20 % and 25 %, respectively. Which provide a preliminary sectional strength design proposal for the double-skin truss-reinforced composite shear wall.
Sectional strength design of a double-skin truss-reinforced composite shear wall
Han, Jianhong (author) / Shu, Ganping (author) / Qin, Ying (author) / Zhou, Guangen (author) / Zhou, Xiongliang (author)
Thin-Walled Structures ; 195
2023-11-14
Article (Journal)
Electronic Resource
English
| European Patent Office | 2015