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High-level and high-rise structure dynamic detection bearing capacity evaluating method

A bearing capacity and dynamic detection technology, applied in the testing, measuring devices, instruments and other directions of machines/structural components, can solve the problems of limiting the application of dynamic evaluation methods, application limitations, etc., to achieve strong operability and guiding significance, suitable for Wide-ranging, less time-consuming effects

Active Publication Date: 2015-07-29
CHINA MCC17 GRP
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Problems solved by technology

The static evaluation method mainly tests the static parameters of high-rise and high-rise structures, and evaluates the bearing capacity of high-rise and high-rise structures from components to the whole. , the application of the static evaluation method in the evaluation of the bearing capacity of high-rise and high-rise structures has significant limitations
The dynamic evaluation method is mainly to detect the dynamic parameters of high-rise and high-rise structures, and indirectly obtain the performance and bearing capacity of the structure. However, due to the variability of dynamic parameters of high-rise and high-rise structures, there is no complete set of effective high-rise and high-rise structures based on dynamic detection technology. High-rise structure bearing capacity evaluation method, which greatly limits the application of dynamic evaluation methods in the evaluation of high-rise and high-rise structure bearing capacity

Method used

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  • High-level and high-rise structure dynamic detection bearing capacity evaluating method
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  • High-level and high-rise structure dynamic detection bearing capacity evaluating method

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Embodiment Construction

[0023] The present invention will be further described below in conjunction with the accompanying drawings.

[0024] In the figure, a method for evaluating the load-carrying capacity of high-rise and high-rise structures according to the present invention is based on dynamic detection technology, combined with parameter identification method and finite element correction technology to realize the load-carrying capacity evaluation of high-rise and high-rise structures, including the following steps:

[0025] Step 1 Design status of high-rise and high-rise structures, conduct model correction finite element analysis according to the construction acceptance data, preliminarily determine the mode parameters and frequency parameters of high-rise and high-rise structures, and preliminarily determine the significant mode response area and force of high-rise and high-rise structures Deformation hotspots;

[0026] Step 2. Dynamic input vibration pickup settings for high-rise and high-r...

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Abstract

The invention discloses a high-level and high-rise structure dynamic detection bearing capacity evaluating method. Based on the dynamic detection technology, the bearing capacity evaluation of the high-level and high-rise structure can be achieved by combining the parameter identification method and finite element correction technology. The high-level and high-rise structure dynamic detection bearing capacity evaluating method comprises the following steps: designing the state of the high-level and high-rise structure, performing the model correction infinite element analysis according to the construction delivery-receiving acceptance data, initially determining the vibration mode parameter and the frequency parameter of the high-level and high-rise structure, and initially determining the vibration mode response marking area and stress deformation hot point area of the high-level and high-rise structure; and setting a high-level and high-rise structure dynamic input vibration pickup. The high-level and high-rise structure dynamic detection bearing capacity evaluating method has the advantages of strong operability, short elapsed time of evaluation process, low evaluation cost, and extensive application range, and is capable of solving the limitation of the high-level and high-rise structure bearing capacity evaluation based on the static force detection technology.

Description

technical field [0001] The invention relates to a technical method for engineering detection and evaluation, and more specifically relates to a method for evaluating the dynamic detection and bearing capacity of high-rise and high-rise structures. Background technique [0002] Due to carbonation of concrete, corrosion of steel bars, repeated and increased wind loads, traffic loads, and lack of daily maintenance, high-rise and high-rise structures will suffer from various structural damages after a period of service, resulting in reduced structural bearing capacity and operating conditions that cannot meet the specifications Require. However, direct research on existing high-rise and high-rise structures affects normal operations and is time-consuming and labor-intensive. Numerical simulation analysis in the studio can not only get rid of the inconvenience of the actual complex situation, reduce costs and improve efficiency, but also can repeatedly study the damage mechanism...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): G01M99/00
Inventor 唐淼
Owner CHINA MCC17 GRP
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