READY
0.00 s
Roof displacement
0.0 mm
Minimum clear gap
100 mm
Peak roof displacement
0.0 mm
Active contacts
None
Storey 1 wall damage
0% · Intact
0%
Storey 2 wall damage
0% · Intact
0%
Concept only: connector strength, out-of-plane response,
magnitude-to-shaking and wall cracking are not physically modeled.
The frame is represented by a damped two-degree-of-freedom oscillator.
Each wall moves with its supporting floor and resists inter-storey drift only after contact.
Each storey has an identical detached wall using the configured gap.
Impacts accumulate conceptual cracking independently and reduce that wall's contact stiffness.
Connector selections change the drawing only: base dowels and unbonded
sleeved bars represent possible out-of-plane restraint details while
preserving in-plane movement.
Magnitude-to-shaking and wall cracking are conceptual illustrations;
neither is a calibrated physical model or a site-specific engineering estimate.