| 摘要 |
<p>Non-destructive self-diagnostic method and system for evaluating the structural integrity of lattice and reticulated towers, with which an automatic evaluation is carried out which enables possible states of degradation of the tower to be identified, as well as abnormal working conditions which induce states of structural overload. The method developed consists of identifying structural damage or anomalies based on alterations in the combined static and dynamic response of the structure, quantifiable by means of a series of criteria and methods of correlation [1-5]. The system is constituted by a monitoring system (103) formed by a dynamic module (104)(107) for determining the dynamic response, a static module (109) for estimating the local solicitation planes and/or the tilted trihedrals, a central module (208) which acts as an acquisition, storage and remote sending system of data to another post-processing (209) and control module and expert structural self-diagnostic system.</p> |
