Consolidation behavior of clay ground improved by sand compaction piles
Use of modal testing to identify damage on steel members
Modeling of interface shear behavior between geosynthetics
Getechnical monitoring by digital precise photogrammetry
Monitoring the symptoms of landslide using the non-prism total station
Effect of lead rubber bearing characteristics on the response of seismic-isolated bridges
Reduction of pile head displacement for restrained-head single pile
A displacement-based seismic design for reinforced concrete structures
Inelastic displacement ratios for structures with foundation flexibility
Inelastic displacement ratios for structures with foundation flexibility
Numerical model validation for a prestressed concrete girder bridge by using image signals
Numerical model validation for a prestressed concrete girder bridge by using image signals
Centrifugal model behavior of laterally loaded suction pile in sand
Centrifugal model behavior of laterally loaded suction pile in sand
Nonlinear Winkler-based beam element with improved displacement shape functions
Nonlinear Winkler-based beam element with improved displacement shape functions
Analytical solution for borehole contraction caused by radial unloading
Analytical solution for borehole contraction caused by radial unloading
Total Lagrangian formulation of 2D bar element using vectorial kinematical description
Total Lagrangian formulation of 2D bar element using vectorial kinematical description
Motivating small-displacement car purchasing in China
A theoretical method to predict crack initiation in stabilizing piles
A theoretical method to predict crack initiation in stabilizing piles