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- W2384453480 abstract "Recently pile cap calculation is divided into two categories:(1) Taking pile cap as a flexural resistance structural element, the capacity of flexural,the shear and punch resistance concerning pile caps are calculated respectively according to Beam System mode;(2) Pile caps are analyzed and designed according to Strut-Tie System.The calculation methods introduced in each code and research fruits are compared;the application and the selection of pile caps calculation mode are explored;and the comparative analysis concerning these two calculation modes is made through using examples." @default.
- W2384453480 created "2016-06-24" @default.
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- W2384453480 date "2006-01-01" @default.
- W2384453480 modified "2023-09-25" @default.
- W2384453480 title "Analysis and Comparison Between Two Design Modes on Pile Caps of Pile Foundation" @default.
- W2384453480 hasPublicationYear "2006" @default.
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