Passive and active mass damper control of the response of tall buildings to wind gustiness

By Ricciardelli F.   Pizzimenti A.D.   Mattei M.  

Engineering Structures, Vol. 25, Iss. 9, 2003-07 ,pp. : 1199-1209

Elsevier

Access to resources Recommend Favorite

Active aerodynamic bi-directional control of structures II: - tall buildings

By Gupta H.   Soong T.T.   Dargush G.F.  

Engineering Structures, Vol. 22, Iss. 4, 2000-04 ,pp. : 389-399

Elsevier

Access to resources Recommend Favorite

Reduced-order H~ and LQR control for wind-excited tall buildings

By Wu J.C.   Yang J.N.   Schmitendorf W.E.  

Engineering Structures, Vol. 20, Iss. 3, 1998-03 ,pp. : 222-236

Elsevier

Access to resources Recommend Favorite

Performance and Drift Levels of Tall Timber Frame Buildings under Seismic and Wind Loads

By Heiduschke Andreas   Kasal Bo   Haller Peer  

Structural Engineering International, Vol. 18, Iss. 2, 2008-05 ,pp. : 186-191

International Association for Bridge and Structural Engineering

Access to resources Recommend Favorite

Outrigger System Optimization under StoryDrift and Vibration PeriodConstraints for SuperTall Buildings

By  

IABSE Symposium Report, Vol. 102, Iss. 37, 2014-09 ,pp. : 475-482

International Association for Bridge and Structural Engineering

Access to resources Recommend Favorite