The excessive vibrations of some observation towers in Latvia highlights the lack of the understanding and inadequate design information of the building codes, regarding the slender tower dynamic response to human induced loads. Research demonstrates that in areas with a low seismicity and relatively low wind loads the human induced dynamic loads are determinative to a slender and light-weight observation tower design and mostly due to checking the serviceability criteria
The paper concerns the wide range of strategies used to protect structures against man-made dynamic ...
Wind power is a substantial resource to assist global efforts on the decarbonization of energy. The ...
Mass and stiffness properties of real structures are different from those considered in design since...
The purpose of this research is to experimentally identify the performance of most of the light-weig...
Researchers mostly concentrate on modelling the walking induced dynamic loading on the light-weight ...
Observation towers located in the countryside are designed to allow viewers an unobstructed view of ...
The structural design of light-weight lattice observation towers intended for general public use is ...
The present study focuses on the tower type structures response to the dynamic loads. The study anal...
An excessive lateral vibration of the lightweight pedestrian bridges has initiated worldwide interes...
High and slender sightseeing towers are subjected not only to a wind caused vibrations but also to a...
A step by step algorithm of light-weight lattice tower dynamic response calculation method to typica...
The questions of the theory and practice of testing structures with dynamic loads are presented. A c...
This paper analyses the response of the tower structure to excitation caused by a human movement to ...
Preliminary research on the mechanical response of towers as a steel-reared structure shows that the...
This research work used a combination of the method of virtual works and Euler’s critical load to de...
The paper concerns the wide range of strategies used to protect structures against man-made dynamic ...
Wind power is a substantial resource to assist global efforts on the decarbonization of energy. The ...
Mass and stiffness properties of real structures are different from those considered in design since...
The purpose of this research is to experimentally identify the performance of most of the light-weig...
Researchers mostly concentrate on modelling the walking induced dynamic loading on the light-weight ...
Observation towers located in the countryside are designed to allow viewers an unobstructed view of ...
The structural design of light-weight lattice observation towers intended for general public use is ...
The present study focuses on the tower type structures response to the dynamic loads. The study anal...
An excessive lateral vibration of the lightweight pedestrian bridges has initiated worldwide interes...
High and slender sightseeing towers are subjected not only to a wind caused vibrations but also to a...
A step by step algorithm of light-weight lattice tower dynamic response calculation method to typica...
The questions of the theory and practice of testing structures with dynamic loads are presented. A c...
This paper analyses the response of the tower structure to excitation caused by a human movement to ...
Preliminary research on the mechanical response of towers as a steel-reared structure shows that the...
This research work used a combination of the method of virtual works and Euler’s critical load to de...
The paper concerns the wide range of strategies used to protect structures against man-made dynamic ...
Wind power is a substantial resource to assist global efforts on the decarbonization of energy. The ...
Mass and stiffness properties of real structures are different from those considered in design since...