Page:

Acceleration loading
Page:

Align solid and hollow sections
Page:

Body vs. equal constraint
Page:

Bridge shrinkage example
Page:

Effect of insertion point on beam reactions
Page:

End offsets
Page:

Frame and shell section cuts
Page:

Frame to shell connections
Page:

Hinge response when yield point changes
Page:

Horizontal moving loads
Page:

Human-induced vibrations
Page:

Hyperstatic forces for bridge-object superstructures
Page:

Influence surface
Page:

Insertion point and transform stiffness
Page:

Internal (eigen) stresses resulting from non-uniform temperature gradient loading
Page:

Interpreting buckling analysis results for different initial conditions
Page:

Line and area springs
Page:

Modeling segmental-bridge joint openings
Page:

Moment curvature, cracked moment of inertia and Caltrans idealized model
Page:

Moving-load analysis section cuts
Page:

Multi-pendulum model (Newton's cradle)
Page:

Options for applying area loads
Page:

P-Delta effect for a cantilevered column
Page:

Partial end releases
Page:

Saving section cuts during moving-load analysis
Page:

Section cuts drawn within the graphical user interface
Page:

Staged construction in buildings
Page:

Staged construction of a five-story column
Page:

Staged-construction analysis of two-span precast-girder bridge
Page:

Start and end station for bridge line-load input
Page:

Steady-state vs. time-history analysis
Page:

Temperature load vs. insertion point
Page:

Temperature-gradient loading for bridge objects
Page:

Tendon force vs. frame response
Page:

Two-span girder simply-supported for DL and continuous for LL
Page:

Vehicle remains fully in lane

Browser not supported