Response of stiff piles to random two-way lateral loading

A model for predicting the accumulated rotation of stiff piles under random two-way loading is presented. The model is based on a strain superposition rule similar to Miner's rule and uses rainflow-counting to decompose a random time-series of varying loads into a set of simple load reversals....

Полное описание

Библиографические подробности
Главные авторы: Leblanc, C, Byrne, B, Houlsby, G
Формат: Journal article
Язык:English
Опубликовано: 2010