PROCEEDINGS VOLUME 3325
5TH ANNUAL INTERNATIONAL SYMPOSIUM ON SMART STRUCTURES AND MATERIALS | 1-5 MARCH 1998
Smart Structures and Materials 1998: Smart Systems for Bridges, Structures, and Highways
5TH ANNUAL INTERNATIONAL SYMPOSIUM ON SMART STRUCTURES AND MATERIALS
1-5 March 1998
San Diego, CA, United States
Active Control
Proc. SPIE 3325, Control of bridges using magnetorheological fluid (MRF) dampers and a fiber-reinforced composite-material column, 0000 (17 June 1998); doi: 10.1117/12.310596
Proc. SPIE 3325, Lyapunov-based control of a base-excited structure, 0000 (17 June 1998); doi: 10.1117/12.310606
Proc. SPIE 3325, Active control of the Nanjin TV transmission tower with lateral-torsional motion, 0000 (17 June 1998); doi: 10.1117/12.310613
Proc. SPIE 3325, Dynamic response-controlled structures with lever mechanisms, 0000 (17 June 1998); doi: 10.1117/12.310618
Smart Sensors I
Proc. SPIE 3325, Electromagnetic stress sensor and its applications: monitoring bridge cables and prestressed concrete structures, 0000 (17 June 1998); doi: 10.1117/12.310619
Proc. SPIE 3325, Strain-sensing concrete improved by carbon fiber surface treatment, 0000 (17 June 1998); doi: 10.1117/12.310620
Proc. SPIE 3325, Development of corrosion sensors using a single-pitch Bragg grating fiber with temperature compensations, 0000 (17 June 1998); doi: 10.1117/12.310621
Damage Integrity/Repair
Proc. SPIE 3325, Preserving performance of concrete members under seismic loading conditions, 0000 (17 June 1998); doi: 10.1117/12.310622
Proc. SPIE 3325, Seismic damage control of steel bridge piers by adding low-yield-point steel (LYPS) plates, 0000 (17 June 1998); doi: 10.1117/12.310597
Proc. SPIE 3325, TDR monitoring systems for the integrity of infrastructures, 0000 (17 June 1998); doi: 10.1117/12.310598
Proc. SPIE 3325, Statistical analysis of undersampled dynamic displacement measurements, 0000 (17 June 1998); doi: 10.1117/12.310599
Damage Detection I
Proc. SPIE 3325, Damage assessment in a bolted lap joint, 0000 (17 June 1998); doi: 10.1117/12.310600
Proc. SPIE 3325, Adaptive modeling of environmental effects in modal parameters for damage detection in civil structures, 0000 (17 June 1998); doi: 10.1117/12.310601
Proc. SPIE 3325, Damage detection of bridgelike structures using neural networks, 0000 (17 June 1998); doi: 10.1117/12.310602
Proc. SPIE 3325, Application of load-dependent Ritz vectors to probabilistic damage detection, 0000 (17 June 1998); doi: 10.1117/12.310603
Proc. SPIE 3325, Entropy-based optimal sensor location for structural damage detection, 0000 (17 June 1998); doi: 10.1117/12.310604
Proc. SPIE 3325, Crack damage detection of structures using distributed electrical-time-domain reflectometry sensors, 0000 (17 June 1998); doi: 10.1117/12.310605
Active/Passive Devices for Civil Structures
Proc. SPIE 3325, Experimental and analytical study on a shape memory alloy damper, 0000 (17 June 1998); doi: 10.1117/12.310607
Proc. SPIE 3325, Seismic retrofit using passive control, 0000 (17 June 1998); doi: 10.1117/12.310608
Proc. SPIE 3325, Design of passive dampers using active-control theories, 0000 (17 June 1998); doi: 10.1117/12.310609
Smart Sensors II
Proc. SPIE 3325, Advanced fiber-grating strain sensor systems for bridges, structures, and highways, 0000 (17 June 1998); doi: 10.1117/12.310610
Proc. SPIE 3325, Fiber optic sensors for traffic monitoring applications, 0000 (17 June 1998); doi: 10.1117/12.310611
Damage Detection II
Proc. SPIE 3325, Precursor transformation method for damage detection in structures, 0000 (17 June 1998); doi: 10.1117/12.310612
Proc. SPIE 3325, Comparison of damage detection results utilizing an ARMA model and an FRF model to extract the modal parameters, 0000 (17 June 1998); doi: 10.1117/12.310614
Proc. SPIE 3325, Real-time health monitoring of a scaled-down steel truss bridge by passive-quadrature 3x3 fiber optic Michelson sensors, 0000 (17 June 1998); doi: 10.1117/12.310615
Proc. SPIE 3325, High-frequency vibrations of sandwich plates and delamination detection, 0000 (17 June 1998); doi: 10.1117/12.310616
Modeling and Analysis
Proc. SPIE 3325, Stability of suspension bridges: II. Aerodynamic vs. structural damping, 0000 (17 June 1998); doi: 10.1117/12.310617
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