HOME
 

USER GUIDE
 

ELEMENT LIBRARY
 

BUILDING DATABASE
 

GROUNDMOTION DATABASE
 

ANIMATIONS
 

REFERENCES
 

CONTACT
 


 

STEEL BUILDINGS (for complete list visit http://virtualshaker.caltech.edu)

MOMENT FRAME

Building 1 | Building 2 | Building 2A | Building 3Buidling 3A | Building 4 |

(1) 19-Story Dumbbell-Shaped Residential Tower (Design Code: UBC 1997)

(2)  19-Story L-Shaped Office Tower (Design Code: UBC 1997)

(a) Building 2: Wind drift limit of 0.0025 imposed.

(b) Building 2A: No limit imposed on wind drift.

(3)  19-Story Rectangular Office Tower with Torsional Eccentricity (Design Code: UBC 1997)

(a) Building 3: Wind drift limit of 0.0025 imposed.

(b) Building 3A: No limit imposed on wind drift.

(4)  19-Story Rectangular Hotel/Office Tower with Atrium (Design Code: UBC 1997)

Back to top