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Dynamic properties of tall timber structures under wind-induced vibration

Springer Professional. Back to the search result list. Table of Contents. Hint Swipe to navigate through the chapters of this book Close hint. Abstract A novel active mass damper, the twin rotor damper TRD , was presented in previous research, including control algorithms for monofrequent vibrations.



Skip to search form Skip to main content You are currently offline. Some features of the site may not work correctly. This paper describes a project that aims at evaluating the dynamic properties of tall timber structures under wind-induced vibration in serviceability level from a series of onsite measurements on existing multi-storey timber buildings and timber towers. Ambient vibration measurement was carried out on nine timber towers and three tall timber buildings to derive dynamic parameters including natural frequencies, damping ratios, and mode shapes. View PDF. Save to Library. Create Alert.


Methodological Problems in Optimization of the Flight Phase in Ski Jumping

The flight distance in ski jumping depends largely on the initial conditions immediately after leaving the ramp, the aerodynamic position of the athlete during the flight, and his kinematic behavior during the landing phase. However, these variables are not mutually independent. An attempt to maximize the jumping length means that one is faced with the problem of optimization. This paper discusses the difficulties in the optimization of some of the influencing factors with respect to maximization of performance. Although a ski jump may be divided into distinct phases approach run, takeoff, flight, and landing the results of the study suggest that a relevant procedure in optimizing a jump must include all phases, since every stage of the jump has its consequences on the subsequent phases.


Structural Analysis of Plates and Shells

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