Dynamic Response of a Water Tower Composed of Interlocked Panels
Earthquakes produce some of the most violent loading
situations that a structure can be subjected to and if a structure fails
under these loads then inevitably human life is put at risk. One of the
most common methods by which a structure fails under seismic
loading is at the connection of structural elements. The research
presented in this paper investigates the interlock systems as a novel
method for building structures. The main objective of this
experimental study wasto determine the dynamic characteristics and
the seismic behaviour of the proposed structures compared to
conventional structural systemsduring seismic motions. Results of
this study indicate that the interlock mechanism of the panels
influences the behaviour of lateral load-resisting systems of the
structures during earthquakes, contributing to better structural
flexibility and easier maintenance.
[1] Algreane, G. A., Osman, S. A., Karim, O. and Kasa, A., 2011. Behavior
of Elevated Concrete Water Tank Subjected to Artificial Ground
Motion. EJGE, 16 (Bund. D), pp.387-406.
[2] Malhotra, P. K., Wenk, T. and Wieland, M., 2000. Simple Procedure for
Seismic Analysis of Liquid-Storage Tanks. Structural Engineering
International, 2/2000, pp. 197-201.
[3] Gareane, A.I., Algreane, G. A., Osman, S. A., Karim, O. and Kasa, A.,
2011. Study the Fluid Interaction due to Dynamic Response of Elevated
Concrete Water Tank. Australian Journal of Basic and Applied Science,
5(9), pp.1084-1087.
[4] El-Rakabawy, M. M., El-Arabaty, H. A. and El-Sherbiny, M. G., 2005.
Response of Elevated Water Tanks to Seismic Loads. ICSGE, 11th
[5] Rai, D. C., 2002. Review of Code design Forces for Shaft Supports of
Elevated Water tanks. 12th Symposium on Earthquake Engineering,
pp.1407-1418.
[6] AcerMetric┬®. 2010 The AcerMetric┬® System, www.acermetric.co.uk
[7] ANSYS, INC., 2009. Ansys Workbench user-s guide.
[8] Eurocode-8, 2006. Design of structures for earthquake resistance - Part
4: Silos, tank and pipelines. European Committee for Stabilisation, Final
PT Draft.
[9] Housner, G.W., 1963. The Dynamic Behaviour of Water Tanks .
Bulletin of Seismological Society of America, 53(2), pp.381-387.
[10] Jain, S. K. and Jaiswal, O. R., 2005. Modified proposed provisions for
aseismic design of liquid storage tanks. Journal of Structural
Engineering, 32(3,4), pp.195-206, pp.297-310.
[11] Pacific Earthquake Engineering Research Center, 2011. Users Manual
for the PEER Ground Motion Database Web Application.
[12] Livaoglu, R. and Dogangun, A., 2006. Simplified seismic
analysisprocedures for Elevated tanks considering fluid-structure
interaction. Journal of Fluids and Structures, 22, pp.421-439.
[13] Gutknecht, M. H. and Loher D., 2009. Block and Band Lanczos
Algorithms: a Review of Options, Seminar for Applied Mathematics,
ETH Zuri
[14] Von Mises, R.,1913. Mechanik der
festenKörperimplastischdeformablenZustand. Göttin. Nachr. Math.
Phys., vol. 1, pp. 582-59.
[1] Algreane, G. A., Osman, S. A., Karim, O. and Kasa, A., 2011. Behavior
of Elevated Concrete Water Tank Subjected to Artificial Ground
Motion. EJGE, 16 (Bund. D), pp.387-406.
[2] Malhotra, P. K., Wenk, T. and Wieland, M., 2000. Simple Procedure for
Seismic Analysis of Liquid-Storage Tanks. Structural Engineering
International, 2/2000, pp. 197-201.
[3] Gareane, A.I., Algreane, G. A., Osman, S. A., Karim, O. and Kasa, A.,
2011. Study the Fluid Interaction due to Dynamic Response of Elevated
Concrete Water Tank. Australian Journal of Basic and Applied Science,
5(9), pp.1084-1087.
[4] El-Rakabawy, M. M., El-Arabaty, H. A. and El-Sherbiny, M. G., 2005.
Response of Elevated Water Tanks to Seismic Loads. ICSGE, 11th
[5] Rai, D. C., 2002. Review of Code design Forces for Shaft Supports of
Elevated Water tanks. 12th Symposium on Earthquake Engineering,
pp.1407-1418.
[6] AcerMetric┬®. 2010 The AcerMetric┬® System, www.acermetric.co.uk
[7] ANSYS, INC., 2009. Ansys Workbench user-s guide.
[8] Eurocode-8, 2006. Design of structures for earthquake resistance - Part
4: Silos, tank and pipelines. European Committee for Stabilisation, Final
PT Draft.
[9] Housner, G.W., 1963. The Dynamic Behaviour of Water Tanks .
Bulletin of Seismological Society of America, 53(2), pp.381-387.
[10] Jain, S. K. and Jaiswal, O. R., 2005. Modified proposed provisions for
aseismic design of liquid storage tanks. Journal of Structural
Engineering, 32(3,4), pp.195-206, pp.297-310.
[11] Pacific Earthquake Engineering Research Center, 2011. Users Manual
for the PEER Ground Motion Database Web Application.
[12] Livaoglu, R. and Dogangun, A., 2006. Simplified seismic
analysisprocedures for Elevated tanks considering fluid-structure
interaction. Journal of Fluids and Structures, 22, pp.421-439.
[13] Gutknecht, M. H. and Loher D., 2009. Block and Band Lanczos
Algorithms: a Review of Options, Seminar for Applied Mathematics,
ETH Zuri
[14] Von Mises, R.,1913. Mechanik der
festenKörperimplastischdeformablenZustand. Göttin. Nachr. Math.
Phys., vol. 1, pp. 582-59.
@article{"International Journal of Architectural, Civil and Construction Sciences:55417", author = "F. Gurkalo and K. Poutos", title = "Dynamic Response of a Water Tower Composed of Interlocked Panels", abstract = "Earthquakes produce some of the most violent loading
situations that a structure can be subjected to and if a structure fails
under these loads then inevitably human life is put at risk. One of the
most common methods by which a structure fails under seismic
loading is at the connection of structural elements. The research
presented in this paper investigates the interlock systems as a novel
method for building structures. The main objective of this
experimental study wasto determine the dynamic characteristics and
the seismic behaviour of the proposed structures compared to
conventional structural systemsduring seismic motions. Results of
this study indicate that the interlock mechanism of the panels
influences the behaviour of lateral load-resisting systems of the
structures during earthquakes, contributing to better structural
flexibility and easier maintenance.", keywords = "Watertower, earthquake, seismic, interlocked panels", volume = "6", number = "5", pages = "317-7", }