Novel vibration structural health monitoring technology for deep foundation piles by non‐stationary higher order frequency response function-Reference-Cited by-同舟云学术

Novel vibration structural health monitoring technology for deep foundation piles by non‐stationary higher order frequency response function

Published:2020-02-06 Issue:6 Volume:27 Page:
ISSN:1545-2255
Container-title:Structural Control and Health Monitoring
language:en
Short-container-title:Struct Control Health Monit

Author:

Gelman Len¹,Kırlangıç Ahmet Serhan²^ORCID

Affiliation:

1. Centre for Efficiency and Performance EngineeringUniversity of Huddersfield Huddersfield UK

2. Department of Civil Engineering, Faculty of Engineering and Natural SciencesBahcesehir University Istanbul Turkey

Funder

FP7 Ideas: European Research Council

Publisher

Wiley

Subject

Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/stc.2526

Reference43 articles.

1. HirschT. J. &SamsonC.H.(1966).Driving practices for prestressed concrete piles. Texas Transportation Institute Research Report 33‐3.

2. Stress wave testing of concrete: A 25-year review and a peek into the future

3. Caltrans Method of ascertaining the homogeneity of concrete in cast‐in‐drilled‐hole (CIDH) piles using the gamma‐gamma test method. California Department of Transportation Specifications California Test 233 2005.

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