







Vol.2 , No. 5, Publication Date: Oct. 11, 2015, Page: 44-52
[1] | Mikayel Melkumyan, Center of New Construction Technologies, Armproject OJSC, Yerevan, Armenia. |
Currently, using the developed by the author of this paper seismic base and roof isolation technologies, the number of already constructed and retrofitted buildings in Armenia has reached to 46. The number of base isolated buildings that are under construction is 3. Thus, the number of seismic isolated buildings per capita in Armenia is one of the highest in the world. In recent years seismic isolation technologies were extensively applied in construction of multi - story residential and business center complexes, as well as of schools, hotels and hospitals. They are briefly mentioned in the paper, which is, however, mainly dedicated to a 4 - story base isolated hospital building “Vanadzor” designed recently. Considered building has complicated architectural solution in plan and along its height. Construction of this hospital building is currently going on in the city of Vanadzor, the third biggest city in Armenia. The structural concept, including the new approach on installation of seismic isolation rubber bearings in this building by clusters, is described and some results of the earthquake response analyses are given. The building was analyzed using several time histories and also according to the requirements of the Armenian Seismic Code. Comparison of the obtained results indicates the high effectiveness of the proposed structural concept of isolation system and the need for further improvement of Seismic Code provisions regarding the values of the reduction factors for isolation systems.
Keywords
Base Isolation, Structural Concept, Reinforced Concrete Structures, Horizontal Stiffness, Location of Isolators by Clusters, Design Model, Results of Analyses
Reference
[01] | Foti D. and Mongelli M. (2011). Isolatori sismici per edifice esistenti e di nuova costruzione, Dario Flaccovio Editore, (in Italian). |
[02] | Fujita T. (1999). Demonstration of Effectiveness of Seismic Isolation in the Hanshin - Awaji Earthquake and Progress of Applications of Base - Isolated Buildings. Report on 1995 Kobe Earthquake by INCEDE, ERC and KOBEnet. Institute of Industrial Science, University of Tokyo - Voluntary Information Network for Earthquake Disaster Mitigation. Serial No. 15: pp. 197 - 216. |
[03] | Martelli A, Forni M. and Rizzo S. (2008). Seismic isolation: present application and perspectives. Proceedings of the ASSISi International Workshop on Base Isolated High - Rise Buildings, Yerevan, Armenia, pp. 1 - 26. |
[04] | Melkumyan M. (2001). The state of the art in development of testing facilities and execution of tests on isolation and bridge bearings in Armenia. Proceedings 5th World Congress on Joints, Bearings and Seismic Systems for Concrete Structures, Rome, Italy, Paper 044. |
[05] | Melkumyan M., Käppeli G., Khalatyan R., Hovivyan H. (2003). Application of seismic isolation for retrofitting of existing 3 - story stone building of the school #4 in the city of Vanadzor, Armenia. Proceedings of the 8th World Seminar on Seismic Isolation, Energy Dissipation and Active Vibration Control of Structures, Yerevan, Armenia, pp. 557 - 565. |
[06] | Melkumyan M. (2004). Recent applications of seismic isolation in civil buildings in Armenia. Proceedings of the 13th World Conference on Earthquake Engineering, Vancouver, British Columbia, Canada, Paper No. 3318. |
[07] | Melkumyan M., Gevorgyan E. and Hovhannisyan H. (2005). Application of base isolation to multifunctional multistory buildings in Yerevan, Armenia. Proceedings 9th World Seminar on Seismic Isolation, Energy Dissipation and Active Vibration Control of Structures, Kobe, Japan, Vol. 2: pp. 119 - 127. |
[08] | Melkumyan M. (2005). Current situation in application of seismic isolation technologies in Armenia”. Proceedings International Conference dedicated to the 250th anniversary of the 1755 Lisbon Earthquake, Lisbon, Portugal, pp. 493 - 500. |
[09] | Melkumyan M. and Hakobyan A. (2005). Testing of seismic isolation rubber bearings for different structures in Armenia. Proceedings 9th World Seminar on Seismic Isolation, Energy Dissipation and Active Vibration Control of Structures, Kobe, Japan, Vol. 2: pp. 439 - 446. |
[10] | Melkumyan M. and Hovhannisyan H. (2006). New approaches in analysis and design of base isolated multistory multifunctional buildings. Proceedings 1st European Conference on Earthquake Engineering and Seismology (a joint event of the 13th ECEE & 30th General Assembly of the ESC), Geneva, Switzerland, Paper 194. |
[11] | Melkumyan M. (2006). Armenia is the one of the world leaders in development and application of base isolation technologies. “MENSHIN” Journal of the Japan Society of Seismic Isolation, No. 54: pp. 38 - 41. |
[12] | Melkumyan M. (2007). Seismic isolation of civil structures in Armenia - development and application of innovative structural concepts. Proceedings ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering, Rethymno, Crete, Greece, Paper 1691. |
[13] | Melkumyan M. and Gevorgyan E. (2008). Structural concept and analysis of a 17 - Story multifunctional residential complex with and without seismic isolation system. Proceedings 2008 Seismic Engineering Conference Commemorating the 1908 Messina and Reggio Calabria Earthquake, Reggio Calabria, Italy, Part Two: pp.1425 - 1432. |
[14] | Melkumyan M. (2009). Armenian seismic isolation technologies for civil structures - example on application of innovative structural concepts, R&D and design rules for developing countries. Proceedings 11th World Conference on Seismic Isolation, Energy Dissipation and Active Vibration Control of Structures, Guangzhou, China, Paper K01. |
[15] | Melkumyan M. and Gevorgyan E. (2010). Structural concept and analysis of 18 - story residential complex “Northern Ray” with and without base isolation system. Proceedings of the 14th European Conference on Earthquake Engineering, Ohrid, Macedonia, Parer No. 480. |
[16] | Melkumyan M. (2011). New solutions in seismic isolation. “LUSABATS”, Yerevan. |
[17] | Melkumyan M. (2013). Comparison of the analyses results of seismic isolated buildings by the design code and time histories. Journal of Civil Engineering and Science (JCES), Vol.2, Issue 3: pp.184 - 192. |
[18] | Melkumyan M. (2014). Seismic isolation retrofitting experience in Armenia and new structural concept for an existing 8 - story reinforced concrete hospital building to be retrofitted by base isolation. Study of Civil Engineering and Architecture (SCEA), Vol.3: pp. 78 - 92. |
[19] | Melkumyan M. (2014). Structural concept and analysis of the 15 - story base isolated apartment building “Avan”. International Journal of Engineering Research and Management (IJERM), Vol.1, Issue 7: pp.157 - 161. |
[20] | Melkumyan M. (2014). Structural concept and analysis of the 17 - story base isolated apartment building “Sevak”. International Journal of Engineering and Applied Sciences (IJEAS), Vol.1, Issue 3: pp.13 - 17. |
[21] | Naeim F. & Kelly J. (1999). Design of Seismic Isolated Structures. From Theory to Practice. John Wiley & Sons Inc. |
[22] | Saito T. (2006). Observed Response of Seismically Isolated Buildings. In Response Control and Seismic Isolation of Buildings, Taylor & Francis, pp. 63 - 88. |