Building seismic damage analysis method
An analysis method and building technology, applied to building components, earthquake resistance, instruments, etc., can solve the problems that the damage state cannot be truly reflected, the remote sensing earthquake damage classification and grading standards are not consistent with the on-site investigation, and the difficulty of using it
Patent Information
- Authority / Receiving Office
- CN · China
- Current Assignee / Owner
- Publication Date
- 2016-01-13
- Estimated Expiration
- Not applicable · inactive patent
Smart Images
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Abstract
Description
technical field
[0001] The invention relates to the field of earthquake disaster assessment, in particular to a building earthquake damage analysis method. Background technique
[0002] With the continuous development of space technology and computer technology, different types of remote sensing data, such as optical images, radar images, etc., are applied to the evaluation and analysis of building damage. Compared with the traditional earthquake damage site investigation, remote sensing earthquake damage assessment has the characteristics of fast, efficient, and safe, but it also has the following shortcomings: (1) Traditional remote sensing images are based on two-dimensional planes, and only record information on the top and a small amount of side surfaces of buildings , which cannot truly reflect its damage state; (2) Most of the analysis objects are not buildings, but grids or irregular planes; (3) The remote sensing earthquake damage classification and grading standard...
Examples
Embodiment
[0184] In this method, experiments were carried out on the 3D laser point cloud data acquired after the Wenchuan Earthquake. A total of 21 buildings were selected as sample data, including 12 buildings in Beichuan County, 6 buildings in Hanwang Town, 1 building in Dujiangyan City, and 1 building in Beijing. The 3D point cloud data of the above-mentioned buildings were collected and processed by a 3D laser scanner, and the degree of damage and the number of blocks were recorded during the on-site investigation. Table 1 is the basic information of the collected building samples, which will be used for subsequent analysis Provide auxiliary information. In order to analyze the influence of different sampling intervals of buildings on the shape characteristic parameters and seismic damage analysis results, six groups of different sampling intervals i were set in the experiment, which were 0.25m, 0.5m, 1m, 1.5m, 2m and 2.5m.
[0185] 1. Results and analysis; for 21 buildings, the sh...