Harmonic Response of CFRP Tensegrity System in a Suspen-dome

[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. Search in Google Scholar

[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. Search in Google Scholar

[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. Search in Google Scholar

[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. Search in Google Scholar

[5] Bungale, S.T. (2005). Wind and earthquake reisistant buildings: Structural analysis and desgin. Marcel Dekker, New York. Search in Google Scholar

[6] John, D.H.(2003). Wind loading of structure. Spon press,London. Search in Google Scholar

[7] Olofin, I., Liu, R. (2017). Suspen-dome System: A Fascinating space Structure. The Open Journal of Civil Engineering. 11, pp. 131-142. Search in Google Scholar

[8] Salman, S.B., Mamta, M., Mohankumar, H. (2014). Harmonic response analysis of multi-storey building. International Journal of Current Engineering and Technology. l4(4), pp. 2387-2391. Search in Google Scholar

[9] Micheal, G.,Daniel, R. (2015). Mechanical vibrations: Theory and application to structural dynamic. Wiley. Search in Google Scholar

[10] Yue, L., Bernd, Z., Schlaich, M. (2016). Advantages of using CFRP cables in orthogonally loaded cable structures”. AIMS Material Science. 3(3), pp. 862-880. Search in Google Scholar

[11] Olofin I, Liu R. (2016). Numerical modal analysis of a suspen-dome with CFRP tensegrity system. ASME Journals: Series Modelling, Measurement and Control Series A. 89(1),pp. 13-24. Search in Google Scholar

[12] Olofin, I., Liu, R. ( 2017). Structural Optimization of Beijing Gymnasium Suspen-dome with CFRP (CFRP) cable. Scientific Herald of the Voronezh State University of Architecture and Civil Engineering. 36(4), pp. 106-115. Search in Google Scholar

[13] Olofin, I., Liu, R. (2017). Transient behavior of CFRP tensegrity system in a Suspen-dome. Civil Engineering Journal. 3(8), pp. 547-555. Search in Google Scholar

[14] Olofin, I., Liu, R. (2018). Analysis of thermal effect on CFRP cable. Modelling, Measurement and Control B. 87(2), pp. 97-100. Search in Google Scholar

[15] Bingen, Y.(2004). Stress, Strain and Structural dynamics. Elseiver, Oxford. Search in Google Scholar

[16] ThandavaMurthy, T.S. (2005). Analysis of structures, Strength and Behaviour. Oxford University Press. Search in Google Scholar

[17] Anil, K.C.(2004). Dynamics of structures, Theory and application to Earthquake Engineering. Prentice-Hall of India, New Delhi. Search in Google Scholar

[18] GB50009-2012. Load code for the design of building structures. Chinese planning press, Beijing (In Chinese). Search in Google Scholar

[19] GB50017-2003. Code for design of steel structures. Chinese planning press, Beijing (In Chinese). Search in Google Scholar

[20] GBJGJ7-2012. Technical specification for space frame structure. Chinese planning press, Beijing (In Chinese). Search in Google Scholar

[21] Olofin, I., Liu, R. (2020). Research on the Static Behaviour of a Suspen Dome with CFRP (CFRP) Tensegrity System. Iranian Journal of Science and Technology, Transactions of Civil Engineering. 45, pp. 1-19. 10.1007/s40996-020-00488-5. Search in Google Scholar

[22] ANSYS. (2008). Release 10.0 Documentation for Ansys, USA. Search in Google Scholar

[23] Beards, C.F. (1984). Structural Vibration Analysis: Modeling, Analysis and Damping of Vibrating Structure. John Wiley and Sons, USA. Search in Google Scholar

[24] Cheng, S., Lau D. (2006). Impact of using CFRP cables on the dynamic behavior of cable stayed bridges . IABSE Symposium Report. 92, pp. 19-26. Search in Google Scholar