正文
《结构与土木工程前沿(英文)》 >> 2014年 第8卷 第3期 doi: 10.1007/s11709-014-0242-1
Shallow foundation response variability due to soil and model parameter uncertainty
Department of Civil Engineering, Indian Institute of Technology Kanpur, Kanpur UP-208016, India
摘要
关键词
shallow foun dation ; sensitivity analysis ; centrifuge data ; first-order-second-moment (FOSM) method ; parameter uncertainty
正文