IP Library Granted Patent US 8,640,544
Granted Patent B2
US 8,640,544 · App. 13/216,243 · Granted Feb 4, 2014

Method for analyzing structure safety

Inventors: Wei-Feng Lee (Taipei, TW); Cheng-Hsing Chen (Taipei, TW); Yi-Chun Lai (Taipei, TW); Hsing-Tai Mei (Taipei, TW)
Assignee: National Taiwan University of Science and Technology
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Quick Facts
Patent No.
US 8,640,544
App. No.
13/216,243
Granted
Feb 4, 2014
Kind
B2
Abstract

The present invention discloses a method for analyzing structure safety, and the method uses valid vibration measurement signals to obtain mutual feedbacks for a structural model analysis and a calibrated structural model to simulate a disaster situation to obtain the critical force exertion and deformation scale of a structure. The method is applied to capture the stability index of the structure to analyze the structure safety or applied for a structure safety evaluation or a health monitoring, or even for a structure multi-hazards safety determination.

Claims (10)

1. A method for analyzing structure safety, comprising the steps of:

(a) installing a plurality of vibration sensors to a testing structure;

(b) using the plurality of vibration sensors to perform an initial vibration measurement to the testing structure and create basic information;

(c) capturing a continuous time-domain vibration signal of the testing structure, and converting the continuous time-domain vibration signal into a frequency-domain vibration signal by a fast Fourier transform, and then reducing Gibbs phenomenon induced in the frequency-domain vibration signal by applying a window function to the frequency domain vibration signal;

(d) filtering the frequency-domain vibration signal to determine an analyzing frequency range by using a filter;

(e1) obtaining top three characteristic frequencies from the analyzing frequency range;

(e2) graphing a moving frequency spectrum plot of the top three characteristic frequencies, wherein Y-coordinate of the moving frequency spectrum plot is the Frequency and X-coordinate of the moving frequency spectrum plot is Time; and

(e3) evaluating a structural safety of the testing structure by observing the moving frequency spectrum plot and determining whether the variations exceed a critical value.

2. The method for analyzing structure safety according to claim 1 , wherein the plurality of vibration sensors described in the step (b) transmit the continuous time-domain vibration signal to a host computer of a monitoring center via a cable or wireless transmission.

3. The method for analyzing structure safety according to claim 1 , wherein the filter the step (d) is selected from the group consisting of: a high-pass filter and a broadband filter.

Assignments (1)
ASSIGNMENT OF ASSIGNOR'S INTEREST Recorded Aug 24, 2011
From: LEE, WEI-FENG; CHEN, CHENG-HSING; LAI, YI-CHUN; MEI, HSING-TAI
To: NATIONAL TAIWAN UNIVERSITY OF SCIENCE AND TECHNOLOGY
Reel/Frame 026795/0034 →
Priority Claims (1)
TW 100104421 A · Feb 10, 2011 · national
Continuity (1)
Related Publication 20120204646A1 · Aug 16, 2012