Structural Health Monitoring of Intelligent Infrastructure Conference 2017 (Structural Health Monitoring in Real-world Application, 05-08 December 2017)

Chan, Tommy and Mahini, Saeed, eds. (2017) Structural Health Monitoring of Intelligent Infrastructure Conference 2017 (Structural Health Monitoring in Real-world Application, 05-08 December 2017). Queensland University of Technology, Brisbane, Australia. ISBN 978-1-925553-05-5.

Abstract

The Structural Health Monitoring (SHM) of road traffic bridges and heritage buildings and the reliability assessment of the design of structural members and systems have both received a great deal of attention by researchers in Australia and worldwide, with many methods of monitoring and analysis now being developed.

The objectives of the SHMII-8 Conference are to promote and advance the Field of Structural Health Monitoring in Australia and the southern hemisphere, specifically to showcase achievements, exchange ideas and disseminate knowledge nationally and internationally, and to raise general community awareness on the need for, and value of, SHM research and application.

With a theme of Structural Health Monitoring in Real-world Application, the SHMII-8 Conference will feature a strong program of keynote lectures, invited lectures, technical visit and touring activities.

The three-day Conference program will include keynote lectures, invited lectures, technical visit and touring activities. English will be the official language of the Conference for both oral and written presentation.

ISHMII holds the SHMII official conference every two years and once or more official workshops (such as CSHM), usually in alternating years. SHMII-8 will build on the success of SHMII-1, held in Tokyo 2003, SHMII-2 in Shenzhen 2005, SHMII-3 in Vancouver 2007, SHMII-4 in Zurich 2009, SHMII-5 in Cancun 2011, SHMII-6 in Hong Kong 2013 and SHMII-7 in Turin 2015.

Chair Professor Tommy Chan Co-chair Dr Saeed Mahini

Additional Information

Item Type: Book
Collection: QUT Conference Proceedings
Date: 5 December 2017
Keywords: 3D measurement; accelerated weathering; acceleration; accelerometer; acoustic emission monitoring; acoustic emission technique; acoustoelasticity; acquisition; aerodynamic damping; aerodynamic stiffness; ambient test; ambient vibration monitoring; ambient vibration test; ambient vibrations; and Field Testing; apparent strain; arch bridge; archaeological sites; Arctic weather conditions; ARIMA model; assessment; augmented; automated; axial compression; ballast state; Ballastless track; Bayesian approach; Bayesian data fusion; Bayesian inference; beam; beam bridge; beam structures; beams; beyond design; big data; BIM; binary crack sensor; Bluetooth low energy; bolt tightness; bond; boundary condition; bridge; bridge displacement; bridge inspection; bridge management; bridge monitoring; bridge structures; bridge weigh-In-motion; bridges; Brillouin; Brillouin bases sensors; building; building assessment; building structure; buildings; cable group; cable-stayed bridge; cable-stayed bridges; carbon fiber reinforced cement mortar (CFRM); carbon fibre reinforced polymer; carbon sensor; case study; CCFPI; CFRP; CFRP reinforcement; civil Infrastructure; cloud; clustering; coefficient of thermal expansion; cold region; collapse process; community resilience; completely embedded sensors; complexity; complexity quantification; composite action; composite blade; composite laminates; composites; compressed sensing (CS); compressive sensing; computer vision; concrete; concrete bridge pier; concrete bridges; concrete condition assessment; concrete durability; concurrent multi-scale modeling; condition Assessment; condition monitoring; construction monitoring; continuous monitoring of subsurface foundation; correlation Analysis; corrosion detection; corrosion identification; corrosion monitoring; crack; crack detection; cracks; critical wind speed; cross-correlation; cross-sample entropy; curvature; Curvelet transform; dam monitoring; dam safety; dam surveillance; damage; damage condition evaluation; damage detection; damage detection algorithms; damage identification; damage identification and localisation; damage index; damage localization; damage quantification; damage-induced defelection; damping analysis; damping estimation; data; data acquisition system; data assimilation; data correlation; data management; data mining technology; data normalization; data-driven methods; data-driven stochastic subspace identification; debond; decision support system; deep learning; defects; deflection; deformations; deformed shape; degradation; delamination; design check; detection; deteriorated bridges; deterioration detection; deterioration diagnosis; deterioration indicators; deterioration prognosis; digital camera; digital Image Correlation; direct and Iterative method; directional filter; disaster; disasters; discrete cosine transformation; discrete wavelet transform; displacement; displacement measurement; displacement measurements; displacement sensors; distributed fiber optic sensing; distributed fiber optical sensing; distributed fibre optic sensors; distributed fibre optic strain sensing; distributed sensors; distributed strain sensing; drive-by monitoring; drive-by SHM; dynamic characteristics; dynamic frequency analysis; dynamic monitoring; dynamic properties; dynamics; earthquake records; efficiency; eigensystem realization algorithm (ERA); eigenvalue analysis; elastic concrete; elastic support; embedded FOS; embedded sensors; emotion; energy; energy conservation; energy consumption; envelope; epoxy; error analysis; error-domain model falsification; evaluatin; evaquation; existing stress measurement; experiment; experiment rigs; experimental validation; explicit form of Newmark-method; extended Kalman filter; extreme learning machine; fatigue crack; fatigue damage; fatigue life assessment; FBG; FDTD; FE analysis; FE model; FE model updating; FE modeling; FEM Calibration; fiber Bragg gratings; fiber optic sensors; fiber optical anchor and pile monitoring system; fiber-optic sensors; fibre Bragg grating (FBG); fibre-optic monitoring; fibre-optic sensing; field measurement; field validation; finite element; finite element analysis; finite element method (FEM); finite element model updating; finite element modelling; finite element simulations; flange bounding; floods; footbridge; force identification; fracture detection; fracture localization; frequency and mode shape changes; frequency domain Decomposition; FRP; full-field; full-scale measurements; full-scale structure; Gaussian process; genetic algorithms; geophone; GPS; ground penetrating radar; ground-borne vibration; ground-penetrating radar; guided wave; guided waves; half-joints; hammering inspection; Hankel matrix; hard threshold method; HDGEBA; Health Monitoring System; heterogeneous wireless sensor networks; hidden; high-rise building; high-rise buildings; high-speed rail; high-speed railway; highway bridge; highway monitoring; hot spot stress approach; human behavior; hydration; hydraulic structure; IBIS-FS; identifiability; Identification; image processing; Image recognition; impact; incomplete measurements; indirect method; Infrared thermography; in-situ deformation monitoring; instrumented bolts; intelligent material; intelligent method; Interaction force; interface; IRT data analysis; Jack Arch; Kalman filter; KS-test; l1 regularization; laboratory; Lamb wave; large strain monitoring; laser imaging; Laser scanner; laser scanning; leakage monitoring; LiDAR; life cycle; light rail; likelihood estimates; limited sensor array; live load effects; load; load bearing assessment; load bearing capacity; load carrying capacity; load rating; local excitation method; long-gage sensors; long-term monitoring; machine learning; Mahalanobis distance; management; Marie Skłodowska-Curie innovative training network; Markov Chain Monte Carlo; mechanical; MEMS; MEMS-based; metric learning; mid-span acceleration; millimeter wave imaging; mixed-dimensional coupling; mobile impact testing; mobile mapping system; mobile phone; modal; modal analysis; modal data; modal expansion; modal flexibility; modal frequency; modal information quality; modal shape; modal strain energy; mode conversion; mode shapes; model calibration; model falsification; model reduction; model updating; modeling discrepancies; modified modal flexibility method; modified modal strain energy method; Moiré Fringes; Moire technique; monitoring; monitoring methodology; Monte Carlo; Monte Carlo Method; Monte Carlo Simulation; moving mass; multi degree of freedom systems; multi-bay; multi-directional; multi-mode; multi-sensor Integration; MWCNTs; neutral-axis; noise characterization; non-destructive evaluation; non-destructive investigation; non-destructive technique; non-invasive monitoring techniques; non-linear damping; nonlinear guided waves; nonlinear region; nonlinear restoring force; nonlinear stage; nonlinear structural systems; nonparametric identification; nonstationary; normal bridge; nuclear disposal; numerical modelling; offshore; OMA; OpenSees; operational modal analysis; optical fiber sensor; optical fiber sensors; optical fibers; optical full-field measurement method; optimal sensor placement; optimization; optimization algorithm; optimum proportion; Outlier Robust Extreme Learning Machine; output only; parametric sensitivity; partial measurement; particle filter; passive wave method; pavement roughness; pedestrian steel bridge; Peizo-electric smart aggregates(SA); performance assessment; photogrammetry; piezoelectric ceramics; piezoresistivity; piggy-back tunnelling; pipe inspection; pipeline; platform; post separate estimation rescaling; posterior distribution; power spectral density; pre-merging global estimation rescaling; preposterior covariance; prestressed concrete; prestressed concrete girder; prestressed concrete railway bridge; prevention; probabilistic assessment; probability of failure; quantum-inspired genetic algorithm; quasi-static; radar interferometric sensor; radar satellite; rail track monitoring; railway turnout; random decrement technique; RC frame; RC structure; reality; real-time monitoring; real-world deployment; regression analysis; reinforced concrete; reinforcement corrosion; reliability analysis; remote monitoring; remote sensing; reserve capacity; resilience; retaining walls; RFID; road bridge; road surface roughness; road traffic; roadbed; RTK-GNSS; rubber isolators; safety evaluation; safety monitoring; safety warning; sampling technique; satellite communication; scattering; scour; SDoF; seismic monitoring; seismic response; self-temperature compensated; self-equilibrating temperature stress; sensor; sensor configuration; sensor optimisation; sensor performance; sensor placement; sensors; serviceability limit states; shake table; shaking table test; shear connector; shield tunnel; SHM; SHMS; shotcrete lining; signal processing; singular value decomposition (SVD); slip; slit stress relief technique; small damage detection; smart aggregate; smart city; smart steel; smart steel strand; smartphones; soil-structure interaction; sparse regularization; sparsity; special underground engineering; Spectral Moment; Spectrogram Analysis; spherical imaging; spurious mode; SSI; stability monitoring; stabilization diagram; steel; steel bridges; steel girders; steel plate-girder bridge; steel structures; steel truss girder; steel-timber composite (STC) beam; step-by-step modeling method; stiffness; Stochastic System Identification; strain; strain gages; strain gauge placement; strain visualization sheet; strength; strengthening; stress compensation; stress distribution; stress distribution pattern; stress monitoring; structural; structural assessment; structural complexity; structural damage; structural damage detection; Structural damage detection (SDD); structural dynamic experiment; structural dynamic response; structural flexibility identification; structural health monitoring; structural health monitoring (SHM); structural Identification; structural integrity; structural intelligentization; structural model updating; structural monitoring; structural monitoring and maintenance; structural performance assessment; structural reliability; structural safety evaluation; structural vibration identification; structure from Motion; structures; substructure; suspension bridge; switch rail detect; system identification; temperature; temperature action; temperature effect; temperature gradient; temperature monitoring; temperature variation; testing; the mutual information; thermal; thermal analysis; thermal analysis; thermal deformation; thermal effect; thermal stress; thermography; three-point bending test; tilt; timber products; time-frequency analysis; time-frequency distribution; time-series; time-varying corrosion rate; traffic load model; traffic loading; tram; transmission tower; tunnel; tunnel inspection; tunnel segments; tunnel structure; tunnelling under existing tunnel; uncertainty; uniform temperature; unmanned aerial vehicle; unscented Kalman filter; vehicle safety; vehicle-based instrumentation; vehicle-bridge interaction; vehicle-bridge system; vibrating wires; vibration based damage detection; vibration damage detection; vibration measurements; vibration monitoring; vibration-based; virtual; virtual city; virtual reality; vision; vision based; vision sensor; vision-based monitoring; void-disease identification; water tank; wavelet packet decomposition; wavelet total energy; wavelet transform; web-bonded FRP; weigh-in-motion; Wigner-Ville high-order spectrum; wind action; wind speed forecasting; wind tunnel; wireless; wireless sensors; WSN; Zhuhai Opera House
DOI: 10.5204/confproc.dc.4446
Date Deposited: 27 Nov 2017 00:23
Last Modified: 13 Feb 2018 05:54
Copyright Owner: Contributing Authors
Copyright Statement: Distribution of all material contained in this volume is permitted under the terms of the Creative Commons license CC-BY 4.0. This follows open access academic publisher PLOS which publishes with the CC-BY licences to disseminate peer-reviewed articles. Authors intending to use this material must give appropriate credit, provide a link to the license, and indicate if changes were made. You may do so in any reasonable manner, but not in any way that suggests the licensor endorses you or your use. All contributing authors assert their moral rights.
URI: https://digitalcollections.qut.edu.au/id/eprint/4446
Share:
Admin: item control page [repository staff only]