Response of Footbridges equipped with TLD : A numerical and experimental assessment
In recent years, an increase to design slender and aesthetically-pleasing structures have resulted in some structures having a low natural frequency. This is because the design calculation did not meet the requirement of serviceability performance. Structures can experience excessive vibrations when...
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| Format: | Others |
| Language: | English |
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KTH, Bro- och stålbyggnad
2020
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| Online Access: | http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-278563 |