Investigation of analytical behavior of concrete filled steel tubular (CFST) offshore rock-socketed pile under lateral load
Author:
Funder
National Natural Science Foundation of China
Key Technologies Research and Development Program
Publisher
Elsevier BV
Subject
Ocean Engineering,Environmental Engineering
Reference44 articles.
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2. Behavior of large-diameter rock-socketed piles under lateral loads;Chen;Int. J. Offshore Polar Eng.,2011
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4. Flexural behavior of concrete-filled circular steel tubes under high-strain rate impact loading;Deng;J. Struct. Eng.,2012
5. A constitutive model for predicting the lateral strain of confined concrete;Dong;Eng. Struct.,2015
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