Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Non-destructive evaluations of in-service concrete piles by flexural wave approach
Non-destructive evaluations of in-service concrete piles by flexural wave approach
Non-destructive evaluations of in-service concrete piles by flexural wave approach
Wang, H. (Autor:in) / Chang, T.-P. (Autor:in) / dos Santos, J.A. / Universidade Tecnica de Lisboa
8th, International Conference on the Application of Stress-Wave Theory on Piles; The application of stress-wave theory to piles; science, technology and practice ; 2008 ; Lisbon, Portugal
01.01.2008
10 pages
``This conference was organized by Instituto Superior Tecnico under the auspices of: International Society of Soil Mechanics and Geotechnical Engineering - ISSMGE, TC18 on Deep Foundations and the Portuguese Geotechnical Society.''-T.p. verso; Includes bibliographical references and indexes
Aufsatz (Konferenz)
Englisch
© Metadata Copyright the British Library Board and other contributors. All rights reserved.
Flexural Wave Impulse Response Evaluations of Piles Using Multiple Triaxial Accelerometers
British Library Conference Proceedings | 2019
|Axial and Flexural Performance of Concrete Piles Prestressed with CFRP Tendons
British Library Conference Proceedings | 2000
|Some Specific Applications of Non-Destructive integrity Testing of Concrete Piles
British Library Conference Proceedings | 1996
|Experimental Study on the Flexural Behavior of Connected Precast Concrete Square Piles
DOAJ | 2023
|Study on Flexural Performance of Prestressed Concrete Steel Strand Square Piles with Reinforcement
DOAJ | 2022
|