β Scribed by D.P. Stewart; R.J. Jewell; M.F. Randolph
No coin nor oath required. For personal study only.
π SIMILAR VOLUMES
Considerable research works have been carried out in recent years to predict the behaviour of piled bridge abutments on soft ground. However, most of the studies are analyses based on model tests and design method proposals based on the tests in real scale are seldom performed. In this study, the re
In this paper, analytical equations are developed to estimate the lateral displacement capacity of steel-H piles in integral bridges with stub abutments subjected to cyclic thermal variations. First, steel H piles that are capable of sustaining large plastic deformations are identified based on thei
## Abstract Fragility curves express the probability of structural damage due to earthquakes as a function of ground motion indices, e.g., PGA, PGV. Based on the actual damage data of highway bridges from the 1995 HyogokenβNanbu (Kobe) earthquake, a set of empirical fragility curves was constructed