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A kind of anti-lateral force system and bearing capacity calculation method of multi-layer and high-rise steel structure

A calculation method and technology for steel structures, applied in building components, building construction, building maintenance, etc., can solve problems such as out-of-plane buckling, reduced structural ductility, and increased economic costs, so as to improve structural bearing capacity, increase bearing capacity, improve The effect of good seismic energy dissipation capacity

Active Publication Date: 2017-08-11
SHANDONG UNIV OF ART & DESIGN +1
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  • Abstract
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  • Claims
  • Application Information

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Problems solved by technology

Compared with the steel frame-reinforced concrete shear wall, the steel frame-steel plate shear wall has good ductility and energy dissipation capacity, which overcomes the cracking of the steel frame-reinforced concrete shear wall under the earthquake, which leads to the reduction of structural ductility Shortcomings
However, since the steel plate shear wall is prone to out-of-plane buckling, it is necessary to thicken the steel plate or use ribbed steel plate in the design, which increases its economic cost

Method used

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  • A kind of anti-lateral force system and bearing capacity calculation method of multi-layer and high-rise steel structure
  • A kind of anti-lateral force system and bearing capacity calculation method of multi-layer and high-rise steel structure
  • A kind of anti-lateral force system and bearing capacity calculation method of multi-layer and high-rise steel structure

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Embodiment Construction

[0035] Below in conjunction with embodiment, further illustrate the present invention.

[0036] see Figure 1-Figure 7 , the present invention includes the inner filling steel plate 5, the outer coating carbon-glass hybrid fiber 6 and the steel frame on both sides of the inner filling steel plate. The inner filling steel plate 5 adopts high ductility steel; the carbon-glass hybrid fiber adopts general carbon-glass hybrid fiber, and the laying method includes two methods: the first method is to fully coat the carbon-glass hybrid fiber 6 on both sides of the steel plate, and the second method is The carbon-glass hybrid fiber 6 is laid on both sides of the steel plate in the diagonal direction; the inner filling steel plate 5 is bonded and connected with the carbon-glass hybrid fiber 6 through engineering glue; the steel frame is composed of a frame beam 3 and a frame column 1; The steel frame is composed of frame beams 3 and frame columns 1 , and the frame beams 3 are fixed on ...

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Abstract

The invention provides a lateral force resisting system for a multi-story and high-rise steel structure and a bearing capacity calculating method. The lateral force resisting system comprises infill steel plates and is characterized in that the two sides of each infill steel plate are each provided with at least one external application carbon-glass hybrid fiber layer, and the infill steel plates are fixed to a steel frame. As the carbon-glass hybrid fibers are externally applied to the two sides of steel plates of a traditional steel frame-steel plate shear wall, the infill steel plates can be reinforced effectively, and the bearing capacity, ductility and energy consumption capacity of the structure are improved to form the novel lateral force resisting system for the multi-story and high-rise steel structure. The novel structure system can still meet the requirement for seismic resistance and energy consumption of the structure by the adoption of the thin steel plates, and the lateral force resisting system is good in economy and has broad market prospects.

Description

technical field [0001] The invention relates to the field of construction, in particular to a multi-layer, high-rise steel structure anti-lateral force system and a bearing capacity calculation method. Background technique [0002] Steel frame-steel plate shear wall is an excellent lateral force resistance system, which has been widely studied and applied in the United States, Europe and other western countries. At present, this structure is continuously used in high-intensity fortification earthquake areas in my country. Compared with the steel frame-reinforced concrete shear wall, the steel frame-steel plate shear wall has good ductility and energy dissipation capacity, which overcomes the cracking of the steel frame-reinforced concrete shear wall under the earthquake, which leads to the reduction of structural ductility Shortcomings. However, since the steel plate shear wall is prone to out-of-plane buckling, thicker steel plates or ribbed steel plates have to be used in...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E04G23/02E04B2/58E04B1/98
Inventor 林晨彭晓彤
Owner SHANDONG UNIV OF ART & DESIGN
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