A post-fire damage assessment method based on concrete T-beams

A concrete and fire technology, applied in the field of grade evaluation, can solve problems such as difficulty in obtaining good evaluation results, complexity of index determination, and no solution method, etc., to save reinforcement and repair costs, objective evaluation results, and reduce human subjectivity effect of influence

Active Publication Date: 2021-05-18
QINGDAO TECHNOLOGICAL UNIVERSITY
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Problems solved by technology

[0005] Some people have also given a set of simple reduction evaluation system for each factor based on objective parameters such as bearing capacity, fundamental frequency, stiffness and fire exposure time after fire, but there is no specific solution method, and the determination of indicators has a certain degree of complexity
[0006] In addition, in the existing mathematical evaluation methods, such as the AHP, there is a defect of too strong subjectivity, while the approximation to the ideal solution (TOPSIS) has a certain degree of subjectivity because the weight information is given in advance, and in the application Easy to have reverse order problem due to new addition scheme
If the above assessment methods are directly applied to the assessment of building damage after fire, it will be difficult to obtain good assessment results

Method used

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  • A post-fire damage assessment method based on concrete T-beams
  • A post-fire damage assessment method based on concrete T-beams
  • A post-fire damage assessment method based on concrete T-beams

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experiment example

[0244] Design 10 T-shaped beams with a length of 3000mm and a clear span of 2800mm. The cross-section and reinforcement conditions are exactly the same, and the thickness of the protective layer is 30mm. One comparison beam is only used for static load tests, and the other 9 T-shaped beams are used for different working conditions. For the horizontal load temperature rise test, the test groups are shown in the table below:

[0245] Test grouping

[0246]

[0247] Note: Explanation of B-T06L0: B stands for beam, T06 stands for fire for 60 minutes, L0 stands for load ratio of 0; N stands for natural state;

[0248] Indicates the cracking load, so that the beam is in an uncracked state before high temperature; the normal load is dead load + 0.4 live load, and 0.4 is the normal coefficient, which represents the load under normal use.

[0249] B-L0, B-L12 test beam damage assessment

[0250] The weight of the subjective index uses the improved analytic hierarchy process. The d...

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Abstract

A post-fire damage assessment method based on concrete T-shaped beams, relating to the technical field of post-fire building damage assessment methods, the steps of the assessment method are as follows: step 1, determine parameter indicators; step 2, according to the determined parameter indicators, Utilize a variety of evaluation methods to obtain the comprehensive closeness of each evaluation object; the multiple evaluation methods include improved analytic hierarchy process, entropy weight method, approaching ideal solution method, deviation square sum optimization method, gray relational degree method, orthogonal Projection method; step 3, finally determine the damage level of the building according to the comprehensive relative closeness of each evaluation object. The present invention establishes a set of comprehensive evaluation system based on the gray relational degree correction improved approximation ideal solution (MTOPSIS-GRA) method based on the optimal combination weight, which makes the evaluation result more objective, avoids the technical defects of the evaluation method in the prior art, and is suitable for Promoted in engineering applications.

Description

technical field [0001] The invention relates to the technical field of evaluation methods for building damage levels after fire, in particular to a damage evaluation method based on concrete T-shaped beams after fire. Background technique [0002] In recent years, building fire problems are more common. In order to reduce losses and prevent fires, relevant experts have made relevant research, but there are few studies on the damage level assessment of buildings after fires and post-disaster restoration work, and they have reference value. Relevant books and literature are relatively scarce. [0003] "Certification Standards for Building Structures after Fire" (CECS252-2009) is the most widely used and most recognized national recommended standard. However, this standard basically considers the appearance of buildings after disasters. The evaluation standard is highly subjective, and the damage level determined by the appearance is ambiguous, which often depends on people's ...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): G06Q10/06G06F17/16G06Q50/08
CPCG06F17/16G06Q10/06393G06Q50/08
Inventor 刘才玮魏国海刘朝峰曹永升苗吉军侯东帅肖建庄
Owner QINGDAO TECHNOLOGICAL UNIVERSITY
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