A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
The invention relates to a truss element method without chord members and a combined node bridge. In the combined node bridge, components are connected through truss combined integrated node structures in advance in an end-to-end manner, a combined integrated node structure which can be integrally carried, installed and dismounted is formed, and the components are connected to directly form a truss segment, the integrality of nodes is guaranteed, the stressing safety of the structure is is guaranteed, and through the truss combined integrated node structures, in particular to shearing force conencting pieces, discrete components form an integral truss segment without upper chord members and lower chord members, the integral truss segment can be constructed and hoisted very conveniently, and a steel web member can be constructed without supports.
The invention relates to a truss element method without chord members and a combined node bridge. In the combined node bridge, components are connected through truss combined integrated node structures in advance in an end-to-end manner, a combined integrated node structure which can be integrally carried, installed and dismounted is formed, and the components are connected to directly form a truss segment, the integrality of nodes is guaranteed, the stressing safety of the structure is is guaranteed, and through the truss combined integrated node structures, in particular to shearing force conencting pieces, discrete components form an integral truss segment without upper chord members and lower chord members, the integral truss segment can be constructed and hoisted very conveniently, and a steel web member can be constructed without supports.
| European Patent Office | 2022
Curve stiffening chord steel truss girder bridge design method and steel truss girder bridge
| European Patent Office | 2024
Failure mode and strength of space truss compression chord members
| Online Contents | 1999
| European Patent Office | 2021
Behavior of Complex Hat Shapes Used as Truss Chord Members
| Online Contents | 2006