A method for dynamic testing and bearing capacity evaluation of high-rise and high-rise structures

A load-bearing capacity and dynamic detection technology, applied in the direction of machine/structural component testing, measuring devices, instruments, etc., can solve the problems of application limitations and limited application of dynamic evaluation methods, and achieve wide application range, strong operability and Instructional significance, less time-consuming effect

Active Publication Date: 2018-07-31
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

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  • A method for dynamic testing and bearing capacity evaluation of high-rise and high-rise structures
  • A method for dynamic testing and bearing capacity evaluation of high-rise and high-rise structures
  • A method for dynamic testing and bearing capacity evaluation of high-rise and high-rise structures

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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 hot spots;

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

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Abstract

The invention discloses a method for evaluating the bearing capacity of high-rise and high-rise structures through dynamic detection. Based on the dynamic detection technology, the evaluation of the load-carrying capacity of high-rise and high-rise structures is realized by combining the parameter identification method and the finite element correction technology. The method includes the following steps: designing high-rise and high-rise structures According to the construction acceptance data, the finite element analysis of model modification can be carried out to preliminarily determine the mode shape parameters and frequency parameters of high-rise and high-rise structures, and to preliminarily determine the areas with significant mode response and stress deformation hot spots of high-rise and high-rise structures; Towering structure power input vibration pickup setup. The invention has the advantages of solving the limitations of the evaluation of the load-carrying capacity of high-rise and towering structures based on the static detection technology, strong operability, less time-consuming evaluation process, lower evaluation cost, and wider application range.

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 Patents(China)
IPC IPC(8): G01M99/00
Inventor 唐淼
Owner CHINA MCC17 GRP
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