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Anti-collapse optimization design method of reinforced concrete shear wall structure

A reinforced concrete and optimization design technology, applied in design optimization/simulation, calculation, special data processing applications, etc., can solve the problems of lack of in-depth understanding and understanding of the mechanism, improve the ability to resist local damage, clear concepts, and design process simple effect

Active Publication Date: 2017-02-15
TONGJI UNIV
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  • Application Information

AI Technical Summary

Problems solved by technology

Moreover, the anti-collapse design of its structure depends largely on the summary of earthquake damage experience and approximate calculation analysis, lacking in-depth understanding and understanding of the mechanism

Method used

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  • Anti-collapse optimization design method of reinforced concrete shear wall structure
  • Anti-collapse optimization design method of reinforced concrete shear wall structure
  • Anti-collapse optimization design method of reinforced concrete shear wall structure

Examples

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Embodiment 1

[0025] Embodiment 1: The present invention carries out the optimization method step of reinforced concrete shear wall anti-collapse design as follows:

[0026] Step (1): According to the established conditions, the conventional design of the reinforced concrete shear wall structure is carried out to obtain the initial model, such as figure 1 shown. Considering the seismic fortification of degree 7 in the Shanghai area, the site soil of category IV, the first group of the fortification anti-seismic grouping, and the effect of wind load is not considered. The structure is a 7-story reinforced concrete shear wall structure, and the natural vibration frequency of the structure is shown in Table 1.

[0027] Step (2): Select a specific key part for failure treatment. In this example, accidental damage occurs at the corner of the shear wall.

[0028] Step (3): Using ABAQUS finite element software, consider the damage of the reinforced concrete shear wall under the action of gravity...

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Abstract

The invention relates to an anti-collapse optimization design method of a reinforced concrete shear wall structure, and belongs to the field of the disaster prevention and the vibration attenuation of a building structure. The method comprises the following steps of: firstly, according to an existing condition, carrying out the initial design of the structure; according to a current design code, through a preliminary structure design and shear wall arrangement situation, determining one or a plurality of possible structure weak positions, such as shear wall corners and the like, under an accidental event or an extreme disaster, introducing component damage and destruction; and adopting a finite element method to independently carry out elastic deformation checking calculation under the function of frequent-intensity earthquakes and elastoplasticity collapse analysis under the function of rare-intensity earthquakes on a shear wall structure model, returning to the above steps if collapse happens, and constantly carrying out cyclical adjustment on a structure design according to bearing capacity requirements until the design is optimal. By use of the design method disclosed by the invention, from an integral structure system, a process is simple, and working efficiency is high. A reference method and a solution are especially provided for the collapse caused by the damage and the destruction of an important component position structure, and have universal applicability.

Description

technical field [0001] The invention relates to an anti-collapse optimization design method of a reinforced concrete shear wall structure, which belongs to the field of anti-vibration and disaster reduction of structural engineering. Background technique [0002] With the development of social production and the advancement of science and technology, the building system continues to develop, the number of high-rise buildings continues to increase, and its architectural structure forms are becoming increasingly diverse. The structural forms of high-rise buildings mainly include frame structure, shear wall structure, frame-shear wall structure, cylinder structure, slab-column-shear wall structure, etc. Among them, the shear wall structure has become the main structural form in residential and hotel buildings due to its strong integrity, large lateral rigidity, good lateral force resistance, effective resistance to wind loads and earthquake loads, and convenient construction. ...

Claims

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Application Information

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IPC IPC(8): G06F17/50
CPCG06F30/13G06F30/23
Inventor 鲁正张泽楠陈筱一吕西林
Owner TONGJI UNIV
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