Railway infrastructure deformation assessment method based on modulus driving axial surface synergy theory

The invention provides a railway infrastructure deformation assessment method based on an analog-to-digital drive axial surface synergy theory, and the method comprises the steps: collecting deformation monitoring data with a time axis of the analog-to-digital drive axial surface synergy theory as a...

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Bibliographische Detailangaben
Hauptverfasser:	SHAO SAI, YANG MEIHAO, LI YABING, LI CONGXU, WANG ZHIQIANG, ZHANG HONGLIANG, ZHANG ZHIGUO, LIU YI, CHEN WANCHUN, LI RUI, WANG TONGJUN, ZHANG XIAODONG, TAN LIGANG, LI PING, CHANG SIYUAN, WANG SHENGQUAN, PAN PEIFEN, YANG LIU, PAN YE, ZHU YUHAO, LI FAN, YANG MENGXUE, LI ZONGYANG, LUAN ZHONG, FENG BOQING, XU XIAOLEI
Format:	Patent
Sprache:	chi ; eng
Schlagworte:	CALCULATING COMPUTING CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES COUNTING DATA PROCESSING SYSTEMS OR METHODS, SPECIALLY ADAPTED FORADMINISTRATIVE, COMMERCIAL, FINANCIAL, MANAGERIAL, SUPERVISORYOR FORECASTING PURPOSES ELECTRIC DIGITAL DATA PROCESSING FIXED CONSTRUCTIONS MACHINES FOR MAKING RAILWAYS OF ALL KINDS MEASURING MEASURING ANGLES MEASURING AREAS MEASURING IRREGULARITIES OF SURFACES OR CONTOURS MEASURING LENGTH, THICKNESS OR SIMILAR LINEARDIMENSIONS PERMANENT WAY PERMANENT-WAY TOOLS PHYSICS SYSTEMS OR METHODS SPECIALLY ADAPTED FOR ADMINISTRATIVE,COMMERCIAL, FINANCIAL, MANAGERIAL, SUPERVISORY OR FORECASTINGPURPOSES, NOT OTHERWISE PROVIDED FOR TESTING
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Beschreibung
Zusammenfassung:	The invention provides a railway infrastructure deformation assessment method based on an analog-to-digital drive axial surface synergy theory, and the method comprises the steps: collecting deformation monitoring data with a time axis of the analog-to-digital drive axial surface synergy theory as a main line, the railway external environment data and the railway business data take the element surface of the modulus driving axial surface collaboration theory as a main line; and based on comprehensive analysis of the deformation monitoring data, the railway external environment data and the railway business data, determining a railway infrastructure deformation evaluation grade. According to the railway infrastructure deformation assessment method based on the modulus-driven axial plane cooperation theory, the modulus-driven axial plane cooperation theory is fused, and the railway external environment data, the construction operation stage and other business data are integrated when the assessment indexes are