Genuine Influence Line and Influence Surface Identification from Measured Bridge Response Considering Vehicular Wheel Loads

[1]  Xu Zheng,et al.  Bridge influence surface identification method considering the spatial effect of vehicle load , 2021, Structural Control and Health Monitoring.

[2]  Rafael Holdorf Lopez,et al.  A B-WIM algorithm considering the modeling of the bridge dynamic response , 2020 .

[3]  Ting-Hua Yi,et al.  Bridge influence line identification from structural dynamic responses induced by a high‐speed vehicle , 2020, Structural Control and Health Monitoring.

[4]  Zheng Xu,et al.  Development of bridge influence line identification methods based on direct measurement data: A comprehensive review and comparison , 2019, Engineering Structures.

[5]  Ryohei Ono,et al.  Analytical study on damage detection method using displacement influence lines of road bridge slab , 2019, Journal of Civil Structural Health Monitoring.

[6]  Gang Wu,et al.  Parametric study of a rapid bridge assessment method using distributed macro-strain influence envelope line , 2019, Mechanical Systems and Signal Processing.

[7]  O. Burdakov,et al.  A smoothed monotonic regression via L2 regularization , 2019, Knowledge and Information Systems.

[8]  He Yi,et al.  Damage identification method for continuous girder bridges based on spatially-distributed long-gauge strain sensing under moving loads , 2018 .

[9]  Eugene J. O'Brien,et al.  Probabilistic bridge weigh-in-motion , 2018, Canadian Journal of Civil Engineering.

[10]  Wei-Xin Ren,et al.  Extraction of influence line through a fitting method from bridge dynamic response induced by a passing vehicle , 2017 .

[11]  Nasim Uddin,et al.  Field-calibrated influence lines for improved axle weight identification with a bridge weigh-in-motion system , 2015 .

[12]  Lothar Reichel,et al.  Old and new parameter choice rules for discrete ill-posed problems , 2013, Numerical Algorithms.

[13]  Dan M. Frangopol,et al.  Influence line- model correction approach for the assessment of engineering structures using novel monitoring techniques , 2012 .

[14]  Mee Young Park,et al.  L1‐regularization path algorithm for generalized linear models , 2007 .

[15]  Eugene J. O'Brien,et al.  Calculating an influence line from direct measurements , 2006 .

[16]  H. Zou,et al.  Regularization and variable selection via the elastic net , 2005 .

[17]  Eugene J. O'Brien,et al.  Testing of bridge weigh-in-motion system in a sub-arctic climate , 2003 .

[18]  J. Rolly Kinney,et al.  Heavy Truck Wheel Load Distributions on the Highway , 1997 .

[19]  Dianne P. O'Leary,et al.  The Use of the L-Curve in the Regularization of Discrete Ill-Posed Problems , 1993, SIAM J. Sci. Comput..

[20]  Libo Meng,et al.  Finite Element Model Updating Based on Field Quasi-static Generalized Influence Line and Its Bridge Engineering Application , 2012 .

[21]  Dan M. Frangopol,et al.  Monitoring and influence lines based performance indicators , 2011 .

[22]  K. Law,et al.  Data-driven analytical load rating method of bridges using integrated bridge structural response and weigh-in-motion truck data , 2022 .