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....

وصف كامل

التفاصيل البيبلوغرافية
المؤلفون الرئيسيون: Leblanc, C, Byrne, B, Houlsby, G
التنسيق: Journal article
اللغة:English
منشور في: 2010