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Design method for increasing progressive collapse resistance of RC frame structure

A design method and frame structure technology, applied in the direction of building structure, construction, etc., can solve the problem of not being able to directly reflect the consequences of progressive collapse of the structure and the ability to resist progressive collapse, and not being able to comprehensively and effectively improve the ability of the overall structural system to resist progressive collapse. Taking into account the interaction of the overall structural system and other issues, the effect of improving the structure's anti-collapse requirements is achieved

Active Publication Date: 2014-07-16
BEIJING UNIV OF TECH
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AI Technical Summary

Problems solved by technology

From a mechanical point of view, there are indicators such as failure probability, energy dissipation capacity, natural vibration frequency, strain energy, internal force, stiffness, etc. Although these indicators can be changed to improve the resistance to progressive collapse of the structure, these indicators have nothing to do with whether collapse or damage occurs. It has no direct relationship and is directly related to the selection of the initial local damage. It is special, so it cannot directly reflect the progressive collapse consequences and the progressive collapse resistance of the structure, and does not take into account the interaction between the overall structural system. Therefore, based on these indicators, the The anti-progressive collapse design of engineering structures cannot comprehensively and effectively improve the anti-progressive collapse capability of the overall structural system

Method used

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  • Design method for increasing progressive collapse resistance of RC frame structure
  • Design method for increasing progressive collapse resistance of RC frame structure
  • Design method for increasing progressive collapse resistance of RC frame structure

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Embodiment Construction

[0019] like figure 1 , figure 2 As shown, the structural mechanical response of the frame (a total of 6) after the failure of four typical partial columns on each floor was analyzed using the nonlinear dynamic demolition analysis method and the nonlinear static pushdown method, and the collapse results were obtained respectively. The results (whether progressive collapse occurs) and the anti-collapse bearing capacity curves are then analyzed based on the proposed collapse scale factor and bearing capacity safety factor, the specific implementation steps are as follows:

[0020] 1. Using the formula for calculating the collapse proportional coefficient without considering the initial failure probability of the component (P c =n c / n) Analyzing the results of the frame under the nonlinear dynamic demolition analysis method, the collapse ratio coefficients of non-integral cast-in-place floor frames and integral cast-in-place floor frames under three different seismic fortifica...

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Abstract

The invention relates to a design method for increasing progressive collapse resistance of an RC frame structure and belongs to the field of natural disaster prevention and reduction of building structures. Progressive collapse resistance of a structure refers to the capability, for resisting local destruction, of an overall structural system. Under the initial local destructive effects of different parts of the structural system, collapse responses are different, however, the progressive collapse resistance as the feature of the overall structural system should be irrelevant to specific initial destructions, and the method is provided aiming at the limitation in measuring the progressive collapse resistance of the overall structural system. Collapse proportionality coefficient and structural bearing capacity safety coefficient are built on the analysis of all typical local initial destructions and irrelevant to specific initial destructions, and accordingly the progressive collapse resistance of the whole structure can be reflected. When the two coefficients are used to analyze the progressive collapse resistance of an eight-storey concrete frame structure, the collapse resistance of the structure designed based on the coefficients is increased evidently.

Description

technical field [0001] The invention relates to a method for considering the progressive collapse resistance of a structure from the perspective of a structural system, which can be used to help improve the overall progressive collapse resistance of a structural system, and belongs to the field of disaster prevention and mitigation of building structures. Background technique [0002] Continuous collapse refers to the large-scale collapse of the structural system caused by the local small-scale initial damage in the structural system. This domino-like chain reaction will lead to serious damage to the structure and even the collapse of the entire structure, resulting in a large number of people. Casualties and property losses, so the design of the structure's anti-successive collapse performance is very important. Structural resistance to progressive collapse performance is the ability of the overall structural system to resist local damage, and there are many methods to impr...

Claims

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Application Information

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IPC IPC(8): E04B1/19
Inventor 王浩李易刁梦竹闫维明
Owner BEIJING UNIV OF TECH
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