Reliability analysis on rotation angle at beam end of steel-box stacked arch high-speed railway bridge based on improved response surface method

ZHANG Kun; LEI Junqing; DUAN Zhi

doi:10.3969/j.issn.1673-0291.2013.04.006

Home>Articles>Reliability analysis on rotation angle at beam end of steel-box stacked arch high-speed railway bridge based on improved response surface method

DOI: 10.3969/j.issn.1673-0291.2013.04.006

Reliability analysis on rotation angle at beam end of steel-box stacked arch high-speed railway bridge based on improved response surface method

ZHANG Kun

LEI Junqing

DUAN Zhi

Keywords：bridge engineeringimproved response surface methodsteel-box stacked arch bridgerotation angle at beam endreliability analysis

Publication Date：2013-01-01

Online Publishing Date：2025-08-15(First online date of this platform, not the publication date of the document)

Pages：5( 30-34 )

Journal of Beijing Jiaotong University

PKUISTIC

ISSN：1673-0291

Year, Vol.(Issue)：2013,37(4)