112results about How to "Accurate monitoring, evaluation and identification" patented technology

The invention discloses a defective cable and support angular displacement progressive identification method based on angular monitoring of temperature change. The method comprises the following steps of: on the basis of angular monitoring, judging whether a mechanical calculation reference model of a cable structure is required to be updated by monitoring the temperature of the cable structure, environment temperature and the health state of an evaluated object, and thus obtaining the mechanical calculation reference model of the cable structure, into which the temperature of the cable structure and the environment temperature are recorded; and on the basis of the mechanical calculation reference model, acquiring a unit damage monitored amount unit change matrix by calculation. A non-inferior solution of the current nominal damage vector of the evaluated object is obtained by calculation according to an approximately linear relationship between the current value vector of monitored amount, the current initial value vector of the monitored amount, the unit damage monitored amount unit change matrix, a unit damage or unit angular displacement vector and the to-be-obtained current nominal damage vector of the evaluated object, so a damaged cable, a loosened cable and support angular displacement can be quickly identified when the temperature change occurs.

The invention discloses a progressive generalized displacement identification method for problem cables and a support based on temperature change tension force monitoring. The progressive generalized displacement identification method is used for deciding whether to update a mechanical calculation reference model of a cable structure through monitoring a cable structure temperature, an environment temperature and a heath state of an evaluated object, thus obtaining the mechanical calculation reference model of the cable structure including the cable structure temperature and the environment temperature; and a unit change matrix of a unit damage monitored quantity is obtained through calculation on the basis of the mechanical calculation reference model. A noninferior solution of a current nominal damage vector of the evaluated object is figured out according to an approximate linear relationship existing among a current value vector of a monitored quantity, a current initial value vector of the monitored quantity, the unit change matrix of the unit damage monitored quantity, a unit damage or unit generalized displacement vector and a current nominal damage vector of the to-be-solved evaluated object, therefore, generalized displacements of the damaged cable, the slack cable and the support can be rapidly identified when temperature changes exist.

The invention relates to a damaged cable and support angular displacement identification method on the basis of the hybrid monitoring during temperature variation. According to the damaged cable and support angular displacement identification method, on the basis of the hybrid monitoring, the temperatures of cable structures and the environment temperature are monitored to determine whether a mechanical calculation reference model of the cable structures needs to be updated so as to obtain a mechanical calculation reference model of the cable structures, in which the temperatures of the cable structures and the environment temperature are counted; on the basis of the model, a unit change matrix of a unit damage monitored quantity is obtained by calculation; and according to approximate linear relations between a current value vector of the monitored quantity and a current initial value vector of the monitored quantity, the unit change matrix of the unit damage monitored quantity, a unit damage or unit angular displacement vector and a current nominal damage vector to be obtained of an evaluated object, a noninferior solution of the current nominal damage vector of the evaluated object is calculated, so that when the temperature is changed, the angular displacement of a support and damaged cables can be rapidly identified by utilizing suitable algorithms such as a multi-objective optimization algorithm and the like.

A progressive identification method of damaged line and support angle displacement based on temperature change and spatial coordinate monitoring is based on spatial coordinate monitoring, and the method comprises the steps of: monitoring the support angle displacement, the line structure temperature, the environmental temperature and the damage degree of the damaged line to determine whether to update the mechanical calculation benchmark model of the line structure, obtaining a new mechanical calculation benchmark model of the line structure reckoning in the support angle displacement, the damage degree of the damaged line and the temperature, and accurately identifying the damaged line and the support angle displacement in the existence of temperature change according to the approximate linear relationship of the current numeric vector of the monitored quantity, the current initial numeric vector of the monitored quantity, the monitored quantity numeric unit change matrix of unit damage and the current nominal damage vector to be calculated on the basis of the model.

The invention relates to a damaged cable and supporting seat translation progressive-type identification method based on the space coordinate monitoring at the moment of temperature variation, which is based on the space coordinate monitoring. The method is characterized in that whether a mechanical calculation benchmark model of a cable structure is required to update or not is determined by monitoring the translation displacement of a supporting seat and monitoring the temperature of the cable structure, the ambient temperature and the damage degree of the damaged cable, a novel mechanical calculation benchmark model considering the translation displacement of the supporting seat, the damage degree of the damaged cable and the temperature of the cable structure is obtained, and then the damaged cable and the translation displacement of the supporting seat are accurately identified on the basis of the model according to an approximate linear relation between the moment numerical value vector of a monitored parameter and the moment initial numerical value vector of the monitored parameter and between a unit damage monitored parameter numerical value unit variation matrix and a moment nominal damage vector to be solved when the temperature is changed.

The invention relates to a damaged cable and support angular displacement identification method on the basis of the space coordinate monitoring during temperature variation. According to the damaged cable and support angular displacement identification method, on the basis of the space coordinate monitoring, the temperatures of cable structures and the environment temperature are monitored to determine whether a mechanical calculation reference model of the cable structures needs to be updated so as to obtain a mechanical calculation reference model of the cable structures, in which the temperatures of the cable structures and the environment temperature are counted; on the basis of the model, a unit change matrix of a unit damage monitored quantity is obtained by calculation; and according to approximate linear relations between a current value vector of the monitored quantity and a current initial value vector of the monitored quantity, the unit change matrix of the unit damage monitored quantity, a unit damage or unit angular displacement vector and a current nominal damage vector to be obtained of an evaluated object, a noninferior solution of the current nominal damage vector of the evaluated object is calculated, so that when the temperature is changed, the angular displacement of a support and damaged cables can be rapidly identified by utilizing suitable algorithms such as a multi-objective optimization algorithm and the like.

A generalized displacement identification method for temperature variation hybrid monitored problem cables and supports is based on hybrid monitoring. Whether a mechanical calculation reference model of a cable structure requires to be updated is determined by monitoring cable structure temperature and environment temperature, a mechanical calculation reference model of a cable structure recording the cable structure temperature and the environment temperature is obtained, and a unit damage monitored quantity unit change matrix is obtained on the basis of the model. According to approximate linear relation between monitored quantity current numerical value vector and monitored quantity current initial numerical value vector, the unit damage monitored quantity unit change matrix, unit damage or unit generalized displacement vector and estimated object current name damage vector to be calculated, non-inferior solution of estimated object current name damage vector is calculated, so that generalized displacement of damaged cables, loosened cables and supports can be identified fast when temperature changes.

A troubled cable and supporting seat translation progressive-type identification method for combined monitoring during variation of the temperature is based on the combined monitoring and is characterized by determining whether a mechanical calculation benchmark model of a cable structure is required to update or not by monitoring the temperature of the cable structure, the ambient temperature and the health status of an estimated target, obtaining the mechanical calculation benchmark model of the cable structure considering the temperature of the cable structure and the ambient temperature, and obtaining a unit damage monitored quantity unit variation matrix on the basis of the model. Noninferior solution of the moment nominal damage vector of the estimated target is calculated according to an approximate linear relation between the monitored quantity moment numerical value vector and the monitored quantity moment initial numerical value vector, the unit damage monitored quantity unit variation matrix, the unit damage or the unit translation displacement vector and the moment nominal damage vector of the estimated target to be solved, so that according to the translation displacement of a damaged cable, a loosened cable and a supporting seat can be quickly identified when the temperature is varied.

The invention relates to a damaged cable and support angular displacement identification method on the basis of the strain monitoring during temperature variation. According to the damaged cable and support angular displacement identification method, on the basis of the strain monitoring, the temperatures of cable structures and the environment temperature are monitored to determine whether a mechanical calculation reference model of the cable structures needs to be updated so as to obtain a mechanical calculation reference model of the cable structures, in which the temperatures of the cable structures and the environment temperature are counted; on the basis of the model, a unit change matrix of a unit damage monitored quantity is obtained by calculation; and according to approximate linear relations between a current value vector of the monitored quantity and a current initial value vector of the monitored quantity, the unit change matrix of the unit damage monitored quantity, a unit damage or unit angular displacement vector and a current nominal damage vector to be obtained of an evaluated object, a noninferior solution of the current nominal damage vector of the evaluated object is calculated, so that when the temperature is changed, the angular displacement of a support and damaged cables can be rapidly identified by utilizing suitable algorithms such as a multi-objective optimization algorithm and the like.

The invention provides an identification method for problem cables and angular support displacement on the basis of temperature variation and cable force monitoring. The identification method comprises the following steps of: determining whether to update a mechanical calculation reference model of a cable structure or not through monitoring a cable structure temperature and an environmental temperature, thus obtaining the mechanical calculation reference model of the cable structure, including the cable structure temperature and the environmental temperature; figuring out a unit change matrix of a unit damage monitored quantity on the basis of the reference model; figuring out a non-inferior solution of a current nominal damage vector of an to-be-solved evaluated object according to an approximate linear relation among a current numerical vector of the monitored quantity, a current initial numerical vector of the monitored quantity, the unit change matrix of the unit damage monitored amount, a unit damage or unit angular displacement vector and the current nominal damage vector of the to-be-solved evaluated object; and rapidly identifying the damaged cable, the loosened cable and the angular support displacement according to the relation when the temperatures change.

The invention relates to a problem cable and supporting seat generalized displacement identification method based on angle monitoring at moment of temperature variation, which is based on the angle monitoring. The method is characterized in that whether a mechanical calculation benchmark model of a cable structure is required to update or not is determined by monitoring the temperature of the cable structure and the ambient temperature, the mechanical calculation benchmark model of the cable structure based on the temperature of the cable structure and the ambient temperature is obtained, and a unit damage monitored parameter unit variation matrix is obtained through calculation on the basis of the model. The non-inferior solution of a moment nominal damage vector of an estimated target is calculated according to a monitored parameter moment numerical value vector and an approximate linear relation among a monitored parameter moment initial numerical value vector, the unit damage monitored parameter unit variation matrix, unit damage or a unit generalized displacement vector and the moment nominal damage vector of the estimated target to be solved, and thus a damaged cable, a loosened cable and the supporting seat generalized displacement can be quickly identified when the temperature is changed.

The invention relates to a temperature variation space coordinate monitoring problem cable and support saddle angular displacement progressive identification method. According to the method disclosed by the invention, space coordinate monitoring is based, and the method comprises the following steps of: deciding whether a mechanical calculation benchmark model of a cable structure needs to be updated or not by monitoring the temperature of the cable structure, the ambient temperature and the health status of an evaluated object, getting the mechanical calculation benchmark model of the cable structure, which reckons in the temperature of the cable structure and the ambient temperature, and calculating on the basis of the model for getting a unit damage monitored quantity unit variation matrix; and calculating a noninferior solution of a current nominal damage vector of the evaluated object according to an approximate linear relation existing among a current numerical value vector of monitored quantity, a current initial numerical value vector of the monitored quantity, the unit damage monitored quantity unit variation matrix, a unit damage or unit angular displacement vector and the current nominal damage vector of the evaluated object to be solved, and accordingly rapidly identifying damaged cables, slack cables and support saddle angular displacement when the temperature changes.

The invention relates to a damaged cable and support angular displacement progressive identification method on the basis of the cable force monitoring temperature variation. According to the damaged cable and support angular displacement progressive identification method, on the basis of the cable force monitoring, the angular displacement of a support, the temperatures of cable structures, the environment temperature and the damage degrees of damaged cables are monitored to determine whether a mechanical calculation reference model of the cable structures needs to be updated so as to obtain a novel mechanical calculation reference model of the cable structures, in which the angular displacement of the support, the damage degrees of the damaged cables and the temperatures of the cable structures are counted; on the basis of the model, according to approximate linear relations between a current value vector of a monitored quantity and a current initial value vector of the monitored quantity, a value unit change matrix of the unit damage monitored quantity and a current nominal damage vector to be obtained, when the temperature is changed, the damaged cables and the angular displacement of the support can be accurately identified.

The invention relates to a problem cable and supporting seat generalized displacement identification method based on angle monitoring at moment of temperature variation, which is based on the angle monitoring. The method is characterized in that whether a mechanical calculation benchmark model of a cable structure is required to update or not is determined by monitoring the temperature of the cable structure, the ambient temperature and a health situation of an estimated target, the mechanical calculation benchmark model of the cable structure counting the temperature of the cable structure and the ambient temperature is obtained, and a unit damage monitored parameter unit variation matrix is obtained through calculation on the basis of the model. The non-inferior solution of a moment nominal damage vector of an estimated target is calculated according to an approximate linear relation respectively between a monitored parameter moment numerical value vector and a monitored parameter moment initial numerical value vector and between the unit damage monitored parameter unit variation matrix, unit damage or a unit generalized displacement vector and the moment nominal damage vector of the estimated target to be solved, and thus a damaged cable, a loosened cable and the supporting seat generalized displacement can be quickly identified when the temperature is changed.

The invention relates to a damaged cable and support translation progressive identification method on the basis of the hybrid monitoring during temperature variation. According to the damaged cable and support translation progressive identification method, on the basis of the hybrid monitoring, the translation displacement of a support, the temperatures of cable structures, the environment temperature and the damage degrees of damaged cables are monitored to determine whether a mechanical calculation reference model of the cable structures needs to be updated so as to obtain a novel mechanical calculation reference model of the cable structures, in which the translation displacement of the support, the damage degrees of the damaged cables and the temperature are counted; and on the basis of the new model, according to approximate linear relations between a current value vector of a monitored quantity and a current initial value vector of the monitored quantity, a value unit change matrix of the unit damage monitored quantity and a current nominal damage vector to be obtained, when the temperature is changed, the damaged cables and the translation displacement of the support can be accurately identified.

The invention relates to a damaged cable and support angular displacement identification method on the basis of the angle monitoring during temperature variation. According to the damaged cable and support angular displacement identification method, on the basis of the angle monitoring, the temperatures of cable structures and the environment temperature are monitored to determine whether a mechanical calculation reference model of the cable structures needs to be updated so as to obtain a mechanical calculation reference model of the cable structures, in which the temperatures of the cable structures and the environment temperature are counted; on the basis of the model, a unit change matrix of a unit damage monitored quantity is obtained by calculation; and according to approximate linear relations between a current value vector of the monitored quantity and a current initial value vector of the monitored quantity, the unit change matrix of the unit damage monitored quantity, a unit damage or unit angular displacement vector and a current nominal damage vector to be obtained of an evaluated object, a noninferior solution of the current nominal damage vector of the evaluated object is calculated, so that when the temperature is changed, the angular displacement of a support and damaged cables can be rapidly identified by utilizing suitable algorithms such as a multi-objective optimization algorithm and the like.

A temperature change and strain monitoring-based problem cable and support angular displacement progressive recognition method comprises the following steps: based on strain monitoring, determining whether the mechanical calculation reference model of a cable structure needs to be updated through monitoring cable structure temperature, ambient temperature, and health status of an evaluated object to obtain a mechanical calculation reference model of the cable structure including the cable structure temperature and ambient temperature; on the basis of the model, calculating to obtain unit damage monitored quantity change matrix; and working out a non-inferior solution of current nominal damage vector of the evaluated object according to an approximate linear relation between the monitored quantity current value vector and the monitored quantity current initial value vector, the unit damage monitored quantity change matrix, unit damage scalar and evaluated object current nominal damage vector to be calculated, thus being capable of fast recognizing a damaged cable, a loosened cable and support angular displacement in temperature changing.

The invention discloses a problematic cable and support translation identification method based on space coordinate monitoring during temperature change. The method comprises the following steps of: based on the space coordinate monitoring, judging whether a mechanical calculation reference model of a cable structure is required to be updated by monitoring temperature of the cable structure and the ambient temperature, obtaining the mechanical calculation reference model of the cable structure by monitoring the temperature of the cable structure and the ambient temperature, and calculating to obtain a unit damage monitored space coordinate unit change matrix on the basis of the model; and calculating noninferior solution of the current nominal damage vector of an evaluated object according to an approximately linear relationship among the current numeric vector and the current initial numeric vector of the monitored space coordinate, the unit damage monitored space coordinate unit change matrix, the unit damage or unit translation displacement vector and the current nominal damage vector of the evaluated object to be solved, and thus rapidly identifying the damaged cable, slack cable and support translation displacement during the temperature change.

The invention discloses a defective cable and support angular displacement identification method based on mixed monitoring of temperature change. The method comprises the following steps of: on the basis of mixed monitoring, judging whether a mechanical calculation reference model of a cable structure is required to be updated by monitoring the temperature of the cable structure and environment temperature, and thus obtaining the mechanical calculation reference model of the cable structure, into which the temperature of the cable structure and the environment temperature are recorded; and on the basis of the mechanical calculation reference model, acquiring a unit damage monitored amount unit change matrix by calculation. A non-inferior solution of the current nominal damage vector of an evaluated object is obtained by calculation according to an approximately linear relationship between the current value vector of monitored amount, the current initial value vector of the monitored amount, the unit damage monitored amount unit change matrix, a unit damage or unit angular displacement vector and the to-be-obtained current nominal damage vector of the evaluated object, so a damaged cable, a loosened cable and support angular displacement can be quickly identified when the temperature change occurs.

The invention relates to a problem cable and supporting seat generalized displacement identification method based on strain monitoring at moment of temperature variation, which is based on the strain monitoring. The method is characterized in that whether a mechanical calculation benchmark model of a cable structure is required to update or not is determined by monitoring the temperature of the cable structure and the ambient temperature, the mechanical calculation benchmark model of the cable structure counting the temperature of the cable structure and the ambient temperature is obtained, and a unit damage monitored parameter unit variation matrix is obtained through the calculation on the basis of the model. Non-inferior solution of a moment nominal damage vector of an estimated target is calculated according to an approximate linear relation respectively between a monitored parameter moment numerical value vector and a monitored parameter moment initial numerical value vector and between the unit damage monitored parameter unit variation matrix, unit damage or a unit generalized displacement vector and the moment nominal damage vector of the estimated target to be solved, and thus a damaged cable, a loosened cable and the generalized displacement of the supporting seat can be quickly identified when the temperature is changed.