2114) Estimation of Pile Bearing Resistance by Analysing of Load-Settlement-Time Curve(Structure)
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چکیده
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Because offshore wind turbines are high-rise structures, they transfer large horizontal loads and moments to their foundations. One of the keys to designing a foundation is determining the sensitivities and laws affecting its load-bearing capacity. In this study, this procedure was carried out for a new high-rise cap pile group foundation adapted to the loading characteristics of offshore wind ...
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ژورنال
عنوان ژورنال: Transactions of the Architectural Institute of Japan
سال: 1958
ISSN: 0387-1185,2433-0027
DOI: 10.3130/aijsaxx.60.1.0_681