Dynamic Responses of Slender Concrete Rods Due to Impact Hammers

碩士 === 朝陽科技大學 === 營建工程系碩士班 === 91 ===   In generally, when carrying out NDT field tests for piles, the influence of superstructures can not be effectively isolated, the signals obtained in the tests thus show certain complexity. Nevertheless, when boundary conditions or geometries are complicated, o...

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Bibliographic Details
Main Authors: Cheng-Hsun Lin, 林政勳
Other Authors: Chih-Peng Yu
Format: Others
Language:zh-TW
Published: 2003
Online Access:http://ndltd.ncl.edu.tw/handle/18917495391136210993