Santa Monica Viaduct Retrofit: Large-scale Column-cap Beam Joint Transverse Test : Preliminary Report, Issue 2 |
Common terms and phrases
AAAAA Analysis APPLIED AXIAL LOAD approximately assuming axial force Bar Strain base Beam From Column beside bors calculated CALTRANS capbeam carried centre column centreline column face compression concrete consisted COVER CURVATURE deck slab deformation DEPTH Design Details DIAMETER DIEGO dilation direction Distance Along Beam expected failure gauges given Grade 40 nom hinge holes horizontal ideal INCH increased indicated initial Joint Shear Crack kips kipsin Large Magnitude Displacement lateral force length less LIBRARY longitudinal reinforcement Magnitude Displacement Cycles MAIN MANDER maximum measured mechanism moment moved NUMBER observed obtained occurred OGOGO opened ORNIA pattern peak placed position potentiometers prototype reinforcement result RSITY shown in Figure shows side slip Small Magnitude Displacement soffit slab Soffit Slab Face spacing Spiral STEEL stirrups strength stress Structural Table tension test unit tiedown top slab UNIVERS vertical vertical supports Weight width yield