Numerical Analysis of Passive Force on Skewed BridgeAbutments with Reinforced Concrete Wingwalls

Numerical Analysis of Passive Force on Skewed BridgeAbutments with Reinforced Concrete Wingwalls

Numerical Analysis of Passive Force on Skewed BridgeAbutments with Reinforced Concrete WingwallsScott Karl SnowDepartment of Civil and Environmental Engineering, BYU Master of Science Historically bridges with skewed abutments have proven more likely to fail during earthquake loadings (Toro et al, 2...

Full description

Bibliographic Details
Main Author: Snow, Scott Karl
Format: Others
Published: BYU ScholarsArchive 2008
Subjects:
abutments
backfill
bending moment
deflection
displacement
earthquake
finite element
heave
passive force
pressure
reduction
Rollins
Shamsabadi
skew
Online Access:https://scholarsarchive.byu.edu/etd/7399
https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=8399&context=etd

Internet

https://scholarsarchive.byu.edu/etd/7399
https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=8399&context=etd

Similar Items