Büyüköztürk et al., 2003 - Google Patents
Structural health monitoring and seismic impact assessmentBüyüköztürk et al., 2003
View PDF- Document ID
- 6494139198428389022
- Author
- Büyüköztürk O
- Yu T
- Publication year
- Publication venue
- Proceedings of the 5th National Conference on Earthquake Engineering
External Links
Snippet
The goals of seismic impact assessment can be achieved by seismic monitoring systems and seismic impact simulator. Seismic monitoring system, for the purpose of hazard analysis, local site effects analysis, vulnerability analysis, and estimation of loss, is one …
- 238000004458 analytical method 0 abstract description 15
Classifications
-
- G—PHYSICS
- G06—COMPUTING; CALCULATING; COUNTING
- G06F—ELECTRICAL DIGITAL DATA PROCESSING
- G06F17/00—Digital computing or data processing equipment or methods, specially adapted for specific functions
- G06F17/50—Computer-aided design
- G06F17/5009—Computer-aided design using simulation
-
- G—PHYSICS
- G06—COMPUTING; CALCULATING; COUNTING
- G06F—ELECTRICAL DIGITAL DATA PROCESSING
- G06F11/00—Error detection; Error correction; Monitoring
Similar Documents
Publication | Publication Date | Title |
---|---|---|
Chang et al. | Modal-parameter identification and vibration-based damage detection of a damaged steel truss bridge | |
Feng et al. | Damage detection of metro tunnel structure through transmissibility function and cross correlation analysis using local excitation and measurement | |
Ni et al. | Modeling of stress spectrum using long-term monitoring data and finite mixture distributions | |
Brownjohn et al. | Vibration-based monitoring of civil infrastructure: challenges and successes | |
Gao | Structural health monitoring strategies for smart sensor networks | |
Doebling et al. | A summary review of vibration-based damage identification methods | |
Sitton et al. | Frequency estimation on two-span continuous bridges using dynamic responses of passing vehicles | |
Feng et al. | Baseline models for bridge performance monitoring | |
Zhou et al. | Eliminating temperature effect in vibration-based structural damage detection | |
Xia et al. | Long‐term performance monitoring and assessment of concrete beam bridges using neutral axis indicator | |
Li et al. | Damage identification and optimal sensor placement for structures under unknown traffic-induced vibrations | |
Limongelli | Seismic health monitoring of an instrumented multistory building using the interpolation method | |
Gomez et al. | Variation of modal parameters of a highway bridge extracted from six earthquake records | |
Kaya et al. | British Columbia smart infrastructure monitoring system | |
Naeim | Real-time damage detection and performance evaluation for buildings | |
Liu et al. | Turning telecommunication fiber‐optic cables into distributed acoustic sensors for vibration‐based bridge health monitoring | |
Büyüköztürk et al. | Structural health monitoring and seismic impact assessment | |
Ozcelik et al. | System identification of a six-span steel railway bridge using ambient vibration measurements at different temperature conditions | |
Muttillo et al. | Structural health continuous monitoring of buildings–A modal parameters identification system | |
Sternal et al. | BIM-Based modeling of structural health monitoring systems using the IFC standard | |
Lakshmi et al. | Output-only damage localization technique using time series model | |
Bhowmik et al. | Damping estimation of a pedestrian footbridge–an enhanced frequency-domain automated approach | |
Ventura et al. | Seismic structural health monitoring of bridges in British Columbia, Canada | |
Bao et al. | Intelligent identification of structural damage based on the curvature mode and wavelet analysis theory | |
Hassan et al. | Seismic assessment of a cultural heritage Minaret in Cairo |