Statements (48)
| Predicate | Object |
|---|---|
| gptkbp:instanceOf |
Engineering Technique
|
| gptkbp:appliesTo |
Bridges
Buildings Earthquake engineering Tall buildings Wind engineering |
| gptkbp:effect |
Building height
Building mass Device tuning Foundation type Soil conditions Type of vibration |
| gptkbp:fieldOfStudy |
Mechanical engineering
Structural engineering Earthquake engineering |
| https://www.w3.org/2000/01/rdf-schema#label |
Building Vibration Control
|
| gptkbp:introducedIn |
20th century
|
| gptkbp:method |
Active control
Hybrid control Passive control |
| gptkbp:notableExample |
gptkb:Millennium_Bridge
gptkb:Taipei_101 gptkb:Citigroup_Center Burj Khalifa |
| gptkbp:purpose |
Protect structural integrity
Improve occupant comfort Reduce structural vibrations |
| gptkbp:regulates |
Local building codes
Seismic codes Wind load codes |
| gptkbp:relatedTo |
Civil engineering
Structural health monitoring Dynamic analysis Seismic design |
| gptkbp:requires |
Vibration measurement
Dynamic load analysis Finite element modeling |
| gptkbp:standardizedBy |
gptkb:International_Building_Code
Eurocode 8 ASCE 7 |
| gptkbp:used_in |
gptkb:Tuned_Mass_Damper
Active Mass Damper Base Isolator Friction Damper Magnetorheological Damper Viscous Damper |
| gptkbp:bfsParent |
gptkb:Mass-Spring-Damper_System
|
| gptkbp:bfsLayer |
8
|