Have a personal or library account? Click to login
Mechanical State of Multi-Story Structures Induced by Wind Action Cover

Mechanical State of Multi-Story Structures Induced by Wind Action

By: F. Blaga and  I. Ladar  
Open Access
|Jul 2017

References

  1. Barszcz, T., Marzena B., Andrzej B., Mateusz W., 2012. Wind speed modeling using Weierstrass function fitted by a genetic algorithm. Journal of Wind Engineering and Industrial Aerodynamics, 109, pp. 68-78.10.1016/j.jweia.2012.06.007
  2. Blaga, F., Alexa P., 2016. Statics and kinematics in structural dynamic response to wind action. SDSS 2016, pp. 59-65.
  3. Chen, X., Ahsan K., 2005. Evaluation of equivalent static wind loads on buildings. Proc., 10th int. conf. on wind eng.(CD-Rom).10.1061/(ASCE)0733-9445(2004)130:10(1425)
  4. Chopra, A. K., 2007. Dynamics of Structures, 3rd Edition.Prentice Hall International.
  5. CR0, 2012. Design Code. Basis of structural design (in Romanian).
  6. CR 1-1-4, 2012. Design code. Assessment of wind action on structures (in Romanian).
  7. Davenport, A. G., 1967. Gust loading factors. Journal of the Structural Division, 93(3), pp. 11-34.10.1061/JSDEAG.0001692
  8. Davenport, A. G., 1995. How can we simplify and generalize wind loads. J. Wind Eng. Ind. Aerodyn., 58, pp. 139-141.10.1016/0167-6105(95)00019-N
  9. EN 1991-1-4, 2005. Eurocode 1: Actions on structures-Part 1-4: General actions, Wind actions”. CEN, Brussels.
  10. Holmes, J. D., 2002. Effective static load distributions in wind engineering. J. Wind Eng. Ind. Aerodyn., 90, pp. 91-109.10.1016/S0167-6105(01)00164-7
  11. Holmes, J. D., 2012. Modern techniques for effective wind load distributions on large roofs. ACEM’, 12.
  12. Holmes, J.D., 2015. Wind Loading of Structures. Third Edition. CRC Press.
  13. Kasperski, M., 1992. Extreme wind load distributions for linear and nonlinear design. Eng. Struc., 14 (1), pp. 27-34.10.1016/0141-0296(92)90005-B
  14. Ladar, I., 2013. Seismic response of steel multi-story structures. An energy approach. PhD Thesis, Technical University of Cluj – Napoca, (in Romanian).
  15. Piccardo, G., Solari G., 2000. 3-D wind-excited response of slender structures: Closed form solution. ASCE, 126, pp. 936-943.10.1061/(ASCE)0733-9445(2000)126:8(936)
  16. Piccardo, G., Solari G., 2002. 3-D gust effect factor for slender vertical structures, Prob. Eng. Mech., 17, pp. 143-155.10.1016/S0266-8920(01)00034-0
  17. Puthanpurayil, A., Rajesh P. D., Athol J. C., 2011. Modelling of In-Structure Damping: A Review of the State-of-the-art. Proc. Ninth Pacific Conf. Earthquake Engineering, [Online]. Paper, no. 091.
  18. Simiu, E., 1976. Equivalent static wind loads for tall buildings design. Journal of the Structural Division, 102(4), pp. 719-737.10.1061/JSDEAG.0004313
  19. Simiu, E., Scanlan H.R., 1996. Wind effects on structures. Fundamentals and Applications to Design, 3rd Edition. John Wiley & Sons.
  20. Solari, G., 1982. Alongwind response estimation: closed form solution. Journal of the Structural Division, 108(1), pp. 225-244.10.1061/JSDEAG.0005861
  21. Tamura, Y., Katsumura A., 2012. Universal equivalent static wind load for structures. The Seventh International Colloquium on Bluff Body Aerodynamics and Applications (BNAA7), pp. 2-6.
  22. Uang, C. M., Bertero V. V., 1990. Evaluation of seismic energy in structures. Earthquake Engineering and Structural Dynamics, 19(1), pp. 77–90.10.1002/eqe.4290190108
  23. Wilson, E. L., 2002. Three - Dimensional Static and Dynamic Analysis of Structures. A Physical Approach With Emphasis on Earthquake Engineering. Computers and Structures, Inc. Berkeley, California, USA Third Edition Reprint.
Language: English
Page range: 37 - 43
Submitted on: Jan 16, 2017
|
Accepted on: Jan 20, 2017
|
Published on: Jul 14, 2017
In partnership with: Paradigm Publishing Services
Publication frequency: 2 issues per year

© 2017 F. Blaga, I. Ladar, published by University of Oradea, Civil Engineering and Architecture Faculty
This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 3.0 License.