摘要
利用导管架平台模型在波浪中频域动响应,构造几种广义柔度,将所提出的广义柔度法应用于平台模型的完整性检测,证明它与传统的柔度法有很好的一致性,便于实际应用.
A new concept of generalized flexibility is introduced based on the platform response spectrum for identifying the platform damaged in different positions and changed in deck mass as well as the foundation relaxation. The tendency of the change of the generalized flexibility is shown in three cases. A series of valuable conclusions are obtained. It provides an important basis in order to develop the structural vibration monitoring technology of offshore jacket platforms.
出处
《大连海事大学学报》
CAS
CSCD
1998年第3期104-107,共4页
Journal of Dalian Maritime University