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Okyay Altay, Sven Klinkel

CANFIS‐Based Semi‐active Vibration Control of Stochastically Excited High‐Rise Civil Engineering Structures with Nonlinearities and Uncertainties

Simon Schleiter, Okyay Altay, Sven Klinkel

Experimental Incremental System Identification Method Using Separate Time Windows on Basis of Ambient Signals

O. Altay, S. Klinkel

Semi-active Fluid Column Damper for Reducing lateral Vibrations of High Buildings

Okyay Altay, Sven Klinkel

A semi-active tuned liquid column damper for lateral vibration control of high-rise structures: Theory and experimental verification

Okyay Altay, Felix Nolteernsting, Sebastian Stemmler, Dirk Abel, Sven Klinkel

Investigations on the Performance of a Novel Semi-active Tuned Liquid Column Damper

Simon Schleiter, Okyay Altay, Sven Klinkel

EXPERIMENTAL IDENTIFICATION OF AN ELASTO-MECHANICAL MULTI-DEGREE-OF-FREEDOM-SYSTEM USING STOCHASTIC SIGNALS

Okyay Altay, Francesca Taddei, Christoph Butenweg, Sven Klinkel

Vibration Mitigation of Wind Turbine Towers with Tuned Mass Dampers

O. Altay, C. Butenweg, S. Klinkel, F. Taddei

Vibration mitigation of wind turbine towers by tuned liquid column dampers

O. Altay, C. Butenweg, S. Klinkel, F. Taddei

Vibration Mitigation of Wind Turbine Towers by Tuned Liquid Column Dampers

O. Altay, C. Butenweg, F. Fries, F. Taddei

Effektivität von Schwingungsdämpfern bei Windenergieanlagen

O. Altay, C. Butenweg, F. Fries, F. Taddei

Effectiveness of Vibration-Dampers in Wind Turbines

Michael Reiterer, Okyay Altay, Roman Wendner, Simon Hoffmann, Alfred Strauss

Adaptive tuned liquid column dampers for structures, part II - field tests