Double Skin Composite Wall Research Articles

Research on the axial compressive behavior of double skin composite wall with steel truss

Research on the axial compressive behavior of double skin composite wall with steel truss

Seismic damage assessment for flexural double skin composite walls based on the modified Park-Ang model

Seismic damage assessment for flexural double skin composite walls based on the modified Park-Ang model

Eccentric compressive behavior of PBL-stiffened double-skin composite walls in bridge pylons

Eccentric compressive behavior of PBL-stiffened double-skin composite walls in bridge pylons

Axial compressive behavior of PBL-stiffened double-skin composite walls considering local buckling: Experimental and theoretical investigation

Axial compressive behavior of PBL-stiffened double-skin composite walls considering local buckling: Experimental and theoretical investigation

Nonlinear modeling methods for cyclic analysis of double-skin composite shear walls

Nonlinear modeling methods for cyclic analysis of double-skin composite shear walls

Seismic performance study on a precast double-skin composite wall with circular CFSTs

Seismic performance study on a precast double-skin composite wall with circular CFSTs

Behavior and design method of double skin composite wall under axial compression

Behavior and design method of double skin composite wall under axial compression

Cyclic behavior and mechanical model of a novel endplate connection to double-skin composite wall with slip-critical blind bolts

Cyclic behavior and mechanical model of a novel endplate connection to double-skin composite wall with slip-critical blind bolts

Seismic behavior of low shear-span ratio double-skin composite wall with L-shaped connectors

Seismic behavior of low shear-span ratio double-skin composite wall with L-shaped connectors

Compressive behavior of double-skin composite walls considering local buckling and post-buckling effect

Compressive behavior of double-skin composite walls considering local buckling and post-buckling effect

Performance Evaluation of Composite Wall with Boundary Column Having Triangular Corrugation

Abstract: Composite wall is an innovation in the field of Civil Engineering that enhances the constructability by eliminating reinforcing bars and formwork. Double skin composite wall consist of a concrete core is placed between outer steel plates. By providing corrugation in the steel plate improves the seismic behavior and also stability against buckling. This paper aims to the performance evaluation of corrugation on composite wall with boundary column. For this study, four FE models of composite wall with boundary column having triangular corrugation were analyzed using Ansys 2022 R1. Composite wall with different height of corrugation ie., 25 mm, 30 mm, 40 mm and 45 mm is evaluated under monotonic loading to understand the total deformation and equivalent stress. Also perform buckling analysis on the better model obtained from different geometry of corrugation. Study shows that model with 45 mm height of corrugation shows maximum load carrying capacity

Seismic performance of double skin composite wall under maximum considered far-field earthquake loading protocol

Seismic performance of double skin composite wall under maximum considered far-field earthquake loading protocol

Development of loading protocols for experimental testing of double skin composite wall

Development of loading protocols for experimental testing of double skin composite wall

Buckling behavior of double skin composite walls under axial compressive load

Buckling behavior of double skin composite walls under axial compressive load

Seismic behavior of corrugated double-skin composite wall (DSCW) with concrete-filled steel tubes: Experimental investigation

Seismic behavior of corrugated double-skin composite wall (DSCW) with concrete-filled steel tubes: Experimental investigation

BEHAVIOR OF DOUBLE SKIN FLAT COMPOSITE WALL UNDER LATERAL LOAD

Shear walls are the primary lateral load-carrying elements in tall buildings. The composite shear walls with double steel plates and filled concrete are composed of two steel plates with studs inside, they were developed to enlarge the building space, and to delay the appearance of cracks by using the steel plates as formwork. Double skin composite wall panels can offer high strength and robustness while improving the convenience of construction, with great potential for application in nuclear power plants

In-plane cyclic tests of double-skin composite walls with concrete-filled steel tube boundary elements

In-plane cyclic tests of double-skin composite walls with concrete-filled steel tube boundary elements

Experimental study and numerical simulation on seismic behavior of double-skin composite wall

Experimental study and numerical simulation on seismic behavior of double-skin composite wall

Experimental study on the hysteresis behavior of L-shaped double-skin composite wall with concrete-filled steel tubes

Experimental study on the hysteresis behavior of L-shaped double-skin composite wall with concrete-filled steel tubes

Experimental seismic behavior of T-shaped double skin composite wall with steel truss

Experimental seismic behavior of T-shaped double skin composite wall with steel truss