Harmonic Response of CFRP Tensegrity System in a Suspen-dome
Author:
Affiliation:
1. 1 Federal University Oye-Ekiti , Nigeria Faculty of Engineering, Department of Civil Engineering
2. 2 Jiangsu University , China School of Civil Engineering and Mechanics
Abstract
Publisher
Walter de Gruyter GmbH
Subject
General Medicine
Link
https://www.sciendo.com/pdf/10.2478/sspjce-2023-0011
Reference24 articles.
1. Rezaiee, P.M., Aftabi, S.A., Hozhabrossadati, M. (2017). Free vibration analysis of a six degree of freedom mass spring system suitable for dynamic vibration absorbing of space frame. International Journal of Engineering, Transaction B: Applications. 30(1),pp. 30-39.
2. Kerman, H., Behnamfar, F., Morsali, V. (2016). Seismic design of steel structures based on ductility and incremental nonlinear dynamic analysis. International Journal of Engineering, Transaction B: Applications. 29(1), pp. 23-30.
3. Shahmardani, M., Mirzapour, J.,Tariverdilo, S. (2014). Dynamic response of submerged vertical cylinder with lumped mass under seismic excitation. International Journal of Engineering, Transaction B: Applications. 27(10),pp. 1547-1556.
4. Jalili, R., Heydari, M.M., Fereydouni, A. (2013). Proposed relationship to design the waffle floor under harmonic vertical load. International Journal of Engineering, Transaction B: Applications. 26(10), pp. 1111-1118.
5. Bungale, S.T. (2005). Wind and earthquake reisistant buildings: Structural analysis and desgin. Marcel Dekker, New York.
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