基于行波分解的泛频响函数法在高承台桩灾后无损检测评估中的应用研究
Application of the Universal Frequency Response Function Method Based on Traveling Wave Decomposition in Nondestructive Testing and Assessment of Post-disaster Tall Platform Pile Foundation
桥梁工程 / 无损检测 / 泛频响函数 / 高承台桩 / 行波分解 / 波动分析程序 {{custom_keyword}} /
Bridge engineering /
Nondestructive test /
Universal frequency response function /
Tall platform pile /
Traveling wave decomposition /
Wave equation analysis program
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