Calculation of Vibration Period of Tall Pyramidal Buildings Structures with Tube Systems, Tube-In-Tube, Bundled Tube and Hybrid Tube Systems with Shear Wall-Reference-Cited by-同舟云学术

Calculation of Vibration Period of Tall Pyramidal Buildings Structures with Tube Systems, Tube-In-Tube, Bundled Tube and Hybrid Tube Systems with Shear Wall

Published:2021-07-13 Issue: Volume: Page:
ISSN:2228-6160
Container-title:Iranian Journal of Science and Technology, Transactions of Civil Engineering
language:en
Short-container-title:Iran J Sci Technol Trans Civ Eng

Author:

Babaei Mohammad,Mohammadi Yaghoub,Ghannadiasl Amin

Publisher

Springer Science and Business Media LLC

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Link

https://link.springer.com/content/pdf/10.1007/s40996-021-00688-7.pdf

Reference33 articles.

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2. Alavi A, Rahgozar P, Rahgozar R (2018) Minimum-weight design of high-rise structures subjected to flexural vibration at a desired natural frequency. Struct Design Tall Spec Build 27(15):e1515. https://doi.org/10.1002/tal.1515

3. Ali M, Moon K (2007) Structural development in tall buildings: current trends and future prospects. Architec Sci Rev 50(3):205–223. https://doi.org/10.3763/asre.2007.5027

4. Bozdogan KB (2006) A method for free vibration analysis of stiffened multi-bay coupled shear walls. Asian J Civil Eng 7(6):639–649

5. Bozdogan KB (2007) An approximate method for static and dynamic analysis of symmetric wall-frame buildings”. Struct Design Tall Spec Build 18(3):279–290. https://doi.org/10.1002/tal.409

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