Please use this identifier to cite or link to this item:
|Title:||Drilled shaft design for transmission structures using LRFD and MRFD||Authors:||Phoon, K.-K.
|Issue Date:||2002||Citation:||Phoon, K.-K.,Kulhawy, F.H. (2002). Drilled shaft design for transmission structures using LRFD and MRFD. Geotechnical Special Publication (116 II) : 1006-1017. ScholarBank@NUS Repository.||Abstract:||Simplified reliability-based design (RBD) equations are developed that are suitable for transmission line structure and similar foundations. Two formats, Load and Resistance Factor Design (LRFD) and Multiple Resistance Factor Design (MRFD), are calibrated rigorously using the First-Order Reliability Method to produce designs that achieve a known level of reliability consistently. Based on comparisons with existing designs, target reliability indices of 3.2 and 2.6 are proposed for ultimate and serviceability limit states respectively. Illustrative drilled shaft design calculations are given using these formats.||Source Title:||Geotechnical Special Publication||URI:||http://scholarbank.nus.edu.sg/handle/10635/74142||ISSN:||08950563|
|Appears in Collections:||Staff Publications|
Show full item record
Files in This Item:
There are no files associated with this item.
Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.