Wind-Induced Pounding of Tall Structures in Proximity
Author:
Publisher
Springer Nature Switzerland
Link
https://link.springer.com/content/pdf/10.1007/978-3-031-34159-5_60
Reference40 articles.
1. Abdullah MM, Hanif JH, Richardson A, Sobanjo J (2001) Use of a shared tuned mass damper (STMD) to reduce vibration and pounding in adjacent structures. Earthq Eng Struct Dyn 30:1185–1201. https://doi.org/10.1002/eqe.58
2. Aboshosha H, Elshaer A, Bitsuamlak GT, El Damatty A (2015) Consistent inflow turbulence generator for LES evaluation of wind-induced responses for tall buildings. J Wind Eng Ind Aerodyn 142:198–216. https://doi.org/10.1016/j.jweia.2015.04.004
3. AlyAM, Abburu S (2015) On the design of high-rise buildings for multihazard: fundamental differences between wind and earthquake demand. Shock Vib. https://doi.org/10.1155/2015/148681
4. Anagnostopoulos SA (1995) Earthquake induced pounding: state of the art. In: Proceedings of the 10th European conference on earthquake engineering. Rotterdam, Balkema, pp 897–905
5. Anagnostopoulos SA (1988) Pounding of buildings in series during earthquakes. Earthq Eng Struct Dyn 16:443–456. https://doi.org/10.1002/eqe.4290160311
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