Drive-by bridge inspection from three different approaches
暂无分享,去创建一个
Eugene J. O'Brien | Mitsuo Kawatani | Patrick J. McGetrick | Chul-Woo Kim | Ryo Isemoto | E. O'brien | M. Kawatani | P. McGetrick | Chul‐Woo Kim | Ryo Isemoto
[1] Jerome P. Lynch,et al. Truck-based mobile wireless sensor networks for the experimental observation of vehicle–bridge interaction , 2011 .
[2] Romualdo Ruotolo,et al. NATURAL FREQUENCIES OF A BEAM WITH AN ARBITRARY NUMBER OF CRACKS , 1999 .
[3] H. F. Zhou,et al. Modal Flexibility Analysis of Cable‐Stayed Ting Kau Bridge for Damage Identification , 2008, Comput. Aided Civ. Infrastructure Eng..
[4] S. R. Ibrahim,et al. A Parametric Study of the Ibrahim Time Domain Modal Identification Algorithm , 1985 .
[5] Yeong-Bin Yang,et al. EXTRACTING BRIDGE FREQUENCIES FROM THE DYNAMIC RESPONSE OF A PASSING VEHICLE , 2002 .
[6] Hirotugu Akaike,et al. Maximum likelihood estimation of structural parameters from random vibration data , 1973 .
[7] He Xia,et al. Structural damage identification for railway bridges based on train-induced bridge responses and sensitivity analysis , 2011 .
[8] Yozo Fujino,et al. Observed dynamic performance of the Yokohama‐Bay Bridge from system identification using seismic records , 2006 .
[9] H. Adeli,et al. Dynamic Fuzzy Wavelet Neural Network Model for Structural System Identification , 2006 .
[10] Arturo González,et al. Detection of Bridge Dynamic Parameters Using an Instrumented Vehicle , 2010 .
[11] G. De Roeck,et al. System identification of mechanical structures by a high-order multivariate autoregressive model , 1997 .
[12] Chul-Woo Kim,et al. Pseudo-static approach for damage identification of bridges based on coupling vibration with a moving vehicle , 2008 .
[13] T. Fang,et al. A Time-Domain Method for Identifying Modal Parameters , 1986 .
[14] Chul-Woo Kim,et al. Wireless Sensor Node Development for Bridge Condition Assessment , 2008 .
[15] Eugene J. O'Brien,et al. Theoretical investigation of the use of a moving vehicle to identify bridge dynamic parameters , 2009 .
[16] Charles R. Farrar,et al. Damage identification and health monitoring of structural and mechanical systems from changes in their vibration characteristics: A literature review , 1996 .
[17] Filipe Magalhães,et al. Explaining operational modal analysis with data from an arch bridge , 2011 .
[18] M Moore,et al. PHENOMENOLOGY STUDY OF HERMES GROUND-PENETRATING RADAR TECHNOLOGY FOR DETECTION AND IDENTIFICATION OF COMMON BRIDGE DECK FEATURES , 2001 .
[19] Yeong-Bin Yang,et al. Vehicle–bridge interaction dynamics and potential applications , 2005 .
[20] Shih-Hsun Yin,et al. Identifying Cable Tension Loss and Deck Damage in a Cable-Stayed Bridge Using a Moving Vehicle , 2011 .
[21] Yeong-Bin Yang,et al. Extracting the bridge frequencies indirectly from a passing vehicle: Parametric study , 2009 .
[22] K. Law,et al. Time series-based damage detection and localization algorithm with application to the ASCE benchmark structure , 2006 .
[23] Nikos A. Aspragathos,et al. Identification of crack location and magnitude in a cantilever beam from the vibration modes , 1990 .
[24] John E. Mottershead,et al. Finite Element Model Updating in Structural Dynamics , 1995 .
[25] M. Hoshiya,et al. Structural Identification by Extended Kalman Filter , 1984 .
[26] Chul-Woo Kim,et al. Three-dimensional dynamic analysis for bridge-vehicle interaction with roadway roughness , 2005 .
[27] Chung Bang Yun,et al. Identification of Linear Structural Dynamic Systems , 1982 .
[28] Mitsuo Kawatani,et al. Modal parameter identification of short span bridges under a moving vehicle by means of multivariate AR model , 2012 .