A platform for research: civil engineering, architecture and urbanism
Steel plate energy-dissipating wall with internally reinforced steel cylinders
A steel plate energy-dissipating wall with internally reinforced steel cylinders comprises steel beams, steel columns, two energy-dissipating steel plates and the internally reinforced steel cylinders. The internally reinforced steel cylinders are evenly arranged between the two energy-dissipating steel plates and are fixed to the internally reinforced steel cylinders through restraint bolts. The energy-dissipating steel plates are fixedly connected with the steel beams and the steel columns through fixing bolts, outer angular plates and inner pad plates. Compared with the prior art, the wall has the advantages that the wall has high horizontal rigidity and vertical rigidity, aseismic performance of a steel plate shear wall is improved, the steel plate shear wall and an energy dissipater are integrated, the problem that a common energy-dissipating wall is easily buckled is solved, and the wall is widely applicable to aseismic energy dissipation of steel structures and reinforced concrete structures; the wall is convenient to produce in batches and assemble in situ and is suitable for aseismic energy dissipation of assembled structures; the wall, under seismic action, has a series of excellent characteristics such as high bearing capacity, high lateral rigidity and high energy-dissipating capacity and is a superior aseismic member.
Steel plate energy-dissipating wall with internally reinforced steel cylinders
A steel plate energy-dissipating wall with internally reinforced steel cylinders comprises steel beams, steel columns, two energy-dissipating steel plates and the internally reinforced steel cylinders. The internally reinforced steel cylinders are evenly arranged between the two energy-dissipating steel plates and are fixed to the internally reinforced steel cylinders through restraint bolts. The energy-dissipating steel plates are fixedly connected with the steel beams and the steel columns through fixing bolts, outer angular plates and inner pad plates. Compared with the prior art, the wall has the advantages that the wall has high horizontal rigidity and vertical rigidity, aseismic performance of a steel plate shear wall is improved, the steel plate shear wall and an energy dissipater are integrated, the problem that a common energy-dissipating wall is easily buckled is solved, and the wall is widely applicable to aseismic energy dissipation of steel structures and reinforced concrete structures; the wall is convenient to produce in batches and assemble in situ and is suitable for aseismic energy dissipation of assembled structures; the wall, under seismic action, has a series of excellent characteristics such as high bearing capacity, high lateral rigidity and high energy-dissipating capacity and is a superior aseismic member.
Steel plate energy-dissipating wall with internally reinforced steel cylinders
ZHANG YANNIAN (author) / YAN WEIBO (author)
2015-12-23
Patent
Electronic Resource
English
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
Wave dissipating steel-plate cells
Tema Archive | 1991
|Pseudodynamic Performance of Steel Plate Energy-Dissipating Substructures
British Library Conference Proceedings | 1994
|Prefabricated steel-reinforced concrete combined special-shaped energy-dissipating column
European Patent Office | 2016
|Plasticity-fibre model for steel triangular plate energy dissipating devices
Online Contents | 2002
|