Monitoring, modeling, and hybrid simulation—an integrated Bayesian-based approach to high-fidelity fragility analysis
暂无分享,去创建一个
[1] K. Bathe,et al. Stability and accuracy analysis of direct integration methods , 1972 .
[2] Khalid M. Mosalam,et al. Seismic Fragility of LRC Frames with and without Masonry Infill Walls , 1997 .
[3] Sheng-Lin Lin,et al. An integrated earthquake impact assessment system , 2011 .
[4] Hong Hao,et al. Multiple excitation effects on response of symmetric buildings , 1996 .
[5] John F. Hall,et al. System identification of a concrete arch dam and calibration of its finite element model , 2006 .
[6] Jian Li,et al. Hybrid wireless smart sensor network for full-scale structural health monitoring of a cable-stayed bridge , 2011, Smart Structures and Materials + Nondestructive Evaluation and Health Monitoring.
[7] P. Pegon,et al. Pseudo‐dynamic testing with substructuring at the ELSA Laboratory , 2000 .
[8] J. Broach,et al. The dynamic source routing protocol for mobile ad-hoc networks , 1998 .
[9] Curtis J. Holub. Interaction of Variable Axial Load and Shear Effects in RC Bridges , 2009 .
[10] Lawrence A. Bergman,et al. Structural Health Indices for Steel Truss Bridges , 2011 .
[11] Masayoshi Nakashima,et al. Seismic Damage Detection of a Full-Scale Shaking Table Test Structure , 2011 .
[12] David L. Allen,et al. Seismic Vulnerability Assessment of Bridges on Earthquake Priority Routes in Western Kentucky , 1991 .
[13] Yi-Qing Ni,et al. Modular Architecture of SHM System for Cable‐Supported Bridges , 2009 .
[14] J M W Brownjohn,et al. Structural health monitoring of civil infrastructure , 2007, Philosophical Transactions of the Royal Society A: Mathematical, Physical and Engineering Sciences.
[15] Ferran Obón Santacana,et al. Geographically Distributed Continuous Hybrid Simulation Tests Using Shaking Tables , 2015 .
[16] John C. Wilson,et al. BRIDGE ABUTMENTS: ASSESSING THEIR INFLUENCE ON EARTHQUAKE RESPONSE OF MELOLAND ROAD OVERPASS , 1990 .
[17] Anthony F. Shakal,et al. Structure Instrumentation in the California Strong Motion Instrumentation Program , 2001 .
[18] Keith Worden,et al. An introduction to structural health monitoring , 2007, Philosophical Transactions of the Royal Society A: Mathematical, Physical and Engineering Sciences.
[19] James Demmel,et al. Health Monitoring of Civil Infrastructures Using Wireless Sensor Networks , 2007, 2007 6th International Symposium on Information Processing in Sensor Networks.
[20] Michel Ghosn,et al. Seismic Fragility of Continuous Steel Highway Bridges in New York State , 2007 .
[21] Richard S. Pappa,et al. Consistent-Mode Indicator for the Eigensystem Realization Algorithm , 1993 .
[22] Andreas Johann Felber,et al. Development of a hybrid bridge evaluation system , 1994 .
[23] Gul Agha,et al. Middleware services for structural health monitoring using smart sensors , 2009 .
[24] A. M. Abdel-Ghaffar,et al. Non-linear earthquake-response analysis of long-span cable-stayed bridges: Theory , 1990 .
[25] Reginald DesRoches,et al. Seismic fragility methodology for highway bridges using a component level approach , 2006 .
[26] Yozo Fujino,et al. System identification applied to long‐span cable‐supported bridges using seismic records , 2008 .
[27] W. J. Hall,et al. Recommended Seismic Design Criteria for New Steel Moment-Frame Buildings , 2001 .
[28] Billie F. Spencer,et al. Development of high-sensitivity accelerometer board for structural health monitoring , 2010, Smart Structures and Materials + Nondestructive Evaluation and Health Monitoring.
[29] B. G. Nielson. Analytical Fragility Curves for Highway Bridges in Moderate Seismic Zones , 2005 .
[30] Amr S. Elnashai,et al. Probabilistic Seismic Assessment of Structure, Foundation and Soil Interacting Systems , 2007 .
[31] Anil K. Chopra,et al. Dynamics of Structures: Theory and Applications to Earthquake Engineering , 1995 .
[32] Alberto Zasso,et al. Humber bridge full scale measure campaigns 1990-1991 , 1994 .
[33] N. Draper,et al. Applied Regression Analysis. , 1967 .
[34] C. Allin Cornell,et al. Probabilistic Basis for 2000 SAC Federal Emergency Management Agency Steel Moment Frame Guidelines , 2002 .
[35] Masayoshi Nakashima,et al. Development of real‐time pseudo dynamic testing , 1992 .
[36] T. Manivannan,et al. On the accuracy of an implicit algorithm for pseudodynamic tests , 1990 .
[37] Jer-Nan Juang,et al. An eigensystem realization algorithm for modal parameter identification and model reduction. [control systems design for large space structures] , 1985 .
[38] Bilal M. Ayyub,et al. Structural Reliability Assessment Using Latin Hypercube Sampling , 1990 .
[39] Piotr Omenzetter,et al. Assessment of highway bridge upgrading by dynamic testing and finite element model updating , 2003 .
[40] Richard D. Deveaux,et al. Applied Smoothing Techniques for Data Analysis , 1999, Technometrics.
[41] Mehmet Çelebi. Structural Monitoring Arrays — Past, Present and Future , 2005 .
[42] Stefan Hurlebaus,et al. Probabilistic Seismic Demand Models and Fragility Estimates for Reinforced Concrete Highway Bridges with One Single-Column Bent , 2010 .
[43] Billie F. Spencer,et al. Smart sensing technology: opportunities and challenges , 2004 .
[44] Amr S. Elnashai,et al. Analysis of the failure of interstate 10 freeway ramp during the Northridge earthquake of 17 January 1994 , 1995 .
[45] Douglas A. Foutch,et al. Dynamic behaviour of R/C highway bridges under the combined effect of vertical and horizontal earthquake motions , 1991 .
[46] Jonathan P. Stewart,et al. Guideline for ANSS seismic monitoring of engineered civil systems - version 1.0 , 2005 .
[47] Gul Agha,et al. Reliable multi-hop communication for structural health monitoring , 2010 .
[48] Richard W. Longman,et al. Identification of linear structural systems using earthquake‐induced vibration data , 1999 .
[49] Jerome P. Lynch,et al. A summary review of wireless sensors and sensor networks for structural health monitoring , 2006 .
[50] Lennart Ljung,et al. System Identification: Theory for the User , 1987 .
[51] Reginald DesRoches,et al. Regional Seismic Risk Assessment of Bridge Network in Charleston, South Carolina , 2010 .
[52] Jian Li,et al. Corrosion Estimation of a Historic Truss Bridge Using Model Updating , 2013 .
[53] Y. Wen. Method for Random Vibration of Hysteretic Systems , 1976 .
[54] Yozo Fujino,et al. System Identification of Two Base-Isolated Bridges Using Seismic Records , 2000 .
[55] Mohammad Noori,et al. Random Vibration of Degrading, Pinching Systems , 1985 .
[56] Yozo Fujino,et al. Intelligent bridge maintenance system using MEMS and network technology , 2003, SPIE Smart Structures and Materials + Nondestructive Evaluation and Health Monitoring.
[57] Gyula Simon,et al. The flooding time synchronization protocol , 2004, SenSys '04.
[58] Gul Agha,et al. Flexible smart sensor framework for autonomous structural health monitoring , 2010 .
[59] Claude Castelluccia,et al. Toward clock skew based wireless sensor node services , 2010, 2010 The 5th Annual ICST Wireless Internet Conference (WICON).
[60] P. Benson Shing,et al. Real-Time Hybrid Testing Techniques , 2008 .
[61] Vittal S. Rao,et al. Self-organizing wireless sensor networks for structural health monitoring , 2003, SPIE Smart Structures and Materials + Nondestructive Evaluation and Health Monitoring.
[62] M. Nakashima,et al. Japanese Activities on On‐Line Testing , 1987 .
[63] G. Magonette,et al. Pseudo‐dynamic testing of bridges using non‐linear substructuring , 2004 .
[64] Sung-Han Sim,et al. Decentralized Strategies for Monitoring Structures using Wireless Smart Sensor Networks , 2009 .
[65] C. B. Crouse,et al. Dynamic Soil-Foundation Interaction at the Meloland Road Overcrossing , 1993 .
[66] Billie F. Spencer,et al. Structural health monitoring sensor development for the Imote2 platform , 2008, SPIE Smart Structures and Materials + Nondestructive Evaluation and Health Monitoring.
[67] Scott M. Lynch,et al. Introduction to Applied Bayesian Statistics and Estimation for Social Scientists , 2007 .
[68] Amr S. Elnashai,et al. A new passive confinement model for the analysis of concrete structures subjected to cyclic and transient dynamic loading , 1992 .
[69] Jerome P. Lynch,et al. The Design of a Wireless Sensing Unit for Structural Health Monitoring , 2001 .
[70] C. Loh,et al. SYSTEM IDENTIFICATION OF FEI-TSUI ARCH DAM FROM FORCED VIBRATION AND SEISMIC RESPONSE DATA , 2000 .
[71] Shang-Liang Chen,et al. Orthogonal least squares learning algorithm for radial basis function networks , 1991, IEEE Trans. Neural Networks.
[72] Pierre Pegon,et al. α-Operator splitting time integration technique for pseudodynamic testing error propagation analysis , 1997 .
[73] Jinquan Zhong,et al. Probabilistic Seismic Demand Models and Fragility Estimates for Reinforced Concrete Bridges with Two-Column Bents , 2008 .
[74] Pui-Shum B. Shing,et al. Implicit time integration for pseudodynamic tests , 1991 .
[75] Sheng Chen,et al. Orthogonal least squares methods and their application to non-linear system identification , 1989 .
[76] Stephen A. Mahin,et al. Computational aspects of a seismic performance test method using on‐line computer control , 1985 .
[77] David T. Westwick,et al. Identification of Multiple-Input Systems with Highly Coupled Inputs: Application to EMG Prediction from Multiple Intracortical Electrodes , 2006, Neural Computation.
[78] Masanobu Shinozuka,et al. DEVELOPMENT OF BRIDGE FRAGILITY CURVES , 1998 .
[79] G. D. Wyss,et al. A user`s guide to LHS: Sandia`s Latin Hypercube Sampling Software , 1998 .
[80] Andrew W. Smyth,et al. System identification of the Vincent Thomas suspension bridge using earthquake records , 2003 .
[81] Martin S. Williams,et al. Laboratory testing of structures under dynamic loads: an introductory review , 2001, Philosophical Transactions of the Royal Society of London. Series A: Mathematical, Physical and Engineering Sciences.
[82] Randall J. Allemang,et al. A Correlation Coefficient for Modal Vector Analysis , 1982 .
[83] Kevin R. Mackie,et al. Probabilistic Seismic Demand Model for California Highway Bridges , 2001 .
[84] Howard H. M. Hwang,et al. Seismic Fragility Analysis of Highway Bridges , 2001 .
[85] Anne S. Kiremidjian,et al. Method for Probabilistic Evaluation of Seismic Structural Damage , 1996 .
[86] Philip Levis,et al. The nesC language: a holistic approach to networked embedded systems , 2003, SIGP.
[87] Rune Brincker,et al. Modal identification of output-only systems using frequency domain decomposition , 2001 .
[88] Julius S. Bendat,et al. Engineering Applications of Correlation and Spectral Analysis , 1980 .
[89] Armen Der Kiureghian,et al. Probabilistic Capacity Models and Fragility Estimates for Reinforced Concrete Columns based on Experimental Observations , 2002 .
[90] Nicos Makris,et al. Seismic response analysis of highway overcrossings including soil–structure interaction , 2002 .
[91] Billie F. Spencer,et al. Design and validation of high-precision wireless strain sensors for structural health monitoring of steel structures , 2012, Smart Structures.
[92] James L. Beck,et al. Bayesian model selection for ARX models and its application to structural health monitoring , 2010 .
[93] Yozo Fujino,et al. Short-term and long-term health monitoring experience of a short highway bridge: case study , 2005 .
[94] J. Stewart,et al. Prediction Equations for Significant Duration of Earthquake Ground Motions considering Site and Near-Source Effects , 2006 .
[95] Khalid M. Mosalam,et al. System identification of instrumented bridge systems , 2003 .
[96] D. H. Lee,et al. Zeus NL - A System for Inelastic Analysis of Structures , 2004 .
[97] Chieh-Yih Wan,et al. Intel Mote 2: an advanced platform for demanding sensor network applications , 2005, SenSys '05.
[98] Amr S. Elnashai,et al. A new analytical procedure for the derivation of displacement-based vulnerability curves for populations of RC structures , 2005 .
[99] Jennifer A. Rice,et al. Flexible smart sensor framework for autonomous full-scale structural health monitoring , 2009 .
[100] Mehmet Çelebi,et al. Real-Time Seismic Monitoring of the New Cape Girardeau Bridge and Preliminary Analyses of Recorded Data: An Overview , 2006 .
[101] G. Agha,et al. Wireless Strain Sensor Development for Civil Infrastructure , 2004 .
[102] R. Clough,et al. Dynamics Of Structures , 1975 .
[103] David J. Wagg,et al. Real-Time Testing With Dynamic Substructuring , 2008 .
[104] Jun Yang,et al. A simple approach to integration of acceleration data for dynamic soil–structure interaction analysis , 2006 .
[105] David L. Mills,et al. Internet time synchronization: the network time protocol , 1991, IEEE Trans. Commun..
[106] Bart De Moor,et al. Subspace Identification for Linear Systems: Theory ― Implementation ― Applications , 2011 .
[107] Jianping Pan,et al. Environment-aware clock skew estimation and synchronization for wireless sensor networks , 2012, 2012 Proceedings IEEE INFOCOM.
[108] Gul Agha,et al. A service-oriented architecture for dynamic macroprogramming of sensor networks , 2011 .
[109] Martin S. Williams,et al. REAL-TIME SUBSTRUCTURE TESTS USING HYDRAULIC ACTUATOR , 1999 .
[110] Juan E. Carrion,et al. Real-time hybrid simulation for structural control performance assessment , 2009 .
[111] Lama Nachman,et al. Intel Mote‐based sensor networks , 2005 .
[112] Paolo Gardoni,et al. Closed-Form Fragility Estimates, Parameter Sensitivity, and Bayesian Updating for RC Columns , 2007 .
[113] Chin-Hsiung Loh,et al. Application of off-line and on-line identification techniques to building seismic response data , 1996 .
[114] Charles E. Perkins,et al. Ad-hoc on-demand distance vector routing , 1999, Proceedings WMCSA'99. Second IEEE Workshop on Mobile Computing Systems and Applications.
[115] Lambros S. Katafygiotis,et al. Seismic Analysis of Meloland Road Overcrossing Using Calibrated Structural and Foundation Models , 1993 .
[116] Bin Wu,et al. Equivalent force control method for generalized real‐time substructure testing with implicit integration , 2007 .
[117] Phadeon-Stelios Koutsourelakis,et al. Assessing structural vulnerability against earthquakes using multi-dimensional fragility surfaces: A Bayesian framework , 2010 .
[118] Stephen A. Mahin,et al. Pseudodynamic Method for Seismic Testing , 1985 .
[119] Nathan M. Newmark,et al. A Method of Computation for Structural Dynamics , 1959 .
[120] Anne S. Kiremidjian,et al. A modular, wireless damage monitoring system for structures , 1998 .
[121] H Y Kim,et al. STATISTICAL ANALYSIS OF FRAGILITY CURVES , 2000 .
[122] D. H. Lee,et al. Seismic Analysis of RC Bridge Columns with Flexure-Shear Interaction , 2001 .
[123] Jr B. F. Spencer,et al. Structural Health Monitoring Using Smart Sensors , 2007 .
[124] Amr S. Elnashai,et al. Advanced Nonlinear Formulation for Reinforced Concrete Beam-Columns , 1994 .
[125] Jerome P. Lynch,et al. A WIRELESS MODULAR MONITORING SYSTEM FOR CIVIL STRUCTURES , 2002 .
[126] Wilson H. Tang,et al. Probability concepts in engineering planning and design , 1984 .
[127] Kai-Yuen Wong,et al. Instrumentation and health monitoring of cable‐supported bridges , 2004 .
[128] Armen Der Kiureghian. Bayesian Methods for Seismic Fragility Assessment of Lifeline Components , 2002 .
[129] J. Elson,et al. Fine-grained network time synchronization using reference broadcasts , 2002, OSDI '02.
[130] T. Rossettoa,et al. Derivation of vulnerability functions for European-type RC structures based on observational data , 2003 .
[131] Lennart Ljung,et al. Regressor and structure selection in NARX models using a structured ANOVA approach , 2008, Autom..
[132] James L. Beck,et al. Seismic Response Evaluation of Meloland Road Overpass Using 1979 Imperial Valley Earthquake Records , 1987 .
[133] K. Campbell,et al. NGA Ground Motion Model for the Geometric Mean Horizontal Component of PGA, PGV, PGD and 5% Damped Linear Elastic Response Spectra for Periods Ranging from 0.01 to 10 s , 2008 .
[134] E. Bentz. Sectional analysis of reinforced concrete members , 2000 .
[135] Ying Pan. Seismic fragility and risk management of highway bridges in New York State , 2007 .
[136] A. D. Frankel,et al. Seismic hazard curves and uniform hazard response spectra for the United States - A user guide , 2001 .
[137] John A. Crowe,et al. Wireless monitoring of highways , 1999, Smart Structures.
[138] Armen Der Kiureghian,et al. PROBABILISTIC SEISMIC DEMAND MODELS AND FRAGILITY ESTIMATES FOR RC BRIDGES , 2003 .
[139] Jerome P. Lynch,et al. Two-tiered wireless sensor network architecture for structural health monitoring , 2003, SPIE Smart Structures and Materials + Nondestructive Evaluation and Health Monitoring.
[140] James F. Gibbs,et al. In-situ measurements of seismic velocity at 19 locations in the Los Angeles, California, region , 1981 .
[141] Amr S. Elnashai,et al. TECHNICAL NOTE A FRAMEWORK FOR MULTI-SITE DISTRIBUTED SIMULATION AND APPLICATION TO COMPLEX STRUCTURAL SYSTEMS , 2005 .
[142] Steve A. Billings,et al. Term and variable selection for non-linear system identification , 2004 .
[143] C. E. Ventura,et al. SEISMIC DAMAGE ASSESSMENT IN STRUCTURES USING STOCHASTIC SUBSPACE-BASED ALGORITHM , 2007 .
[144] A. Hossain,et al. A comparative study on detection of influential observations in linear regression , 1991 .
[145] Christian P. Robert,et al. The Bayesian choice : from decision-theoretic foundations to computational implementation , 2007 .
[146] Alan J. Miller. Subset Selection in Regression , 1992 .
[147] Armen Der Kiureghian. Fragility Estimates for Electrical Substation Equipment , 1999 .
[148] J. Mander,et al. Seismic Fragility Curve Theory for Highway Bridges , 1999 .
[149] James L. Beck,et al. Structural identification using linear models and earthquake records , 1980 .
[150] Chi-Hung Huang,et al. Modal identification of structures from ambient vibration, free vibration, and seismic response data via a subspace approach , 2001 .
[151] G. Agha,et al. Smart Sensing Technology : A New Paradigm for Structural Health Monitoring , 2007 .