Yerevan 09 2020 PERFORMANCE OF REINFORCED CONCRETE BUILDINGS
Yerevan, 09. 2020 PERFORMANCE OF REINFORCED CONCRETE BUILDINGS WITH SEISMIC ISOLATION SYSTEMS LOCATED AT DIFFERENT LEVELS Gohar Avetisyan gavetisyan@nuaca. am Hovhannes Avagyan avaghovo 9221@gmail. com National University of Architecture and Construction of Armenia Agreement number – 2018 – 3234 / 001 – 001 Project reference number – 598719 -EPP-1 -2018 -1 -MK-EPPKA 2 -CBHE-JP
Content 1. 2. 3. 4. 5. 6. Motivation Research Field Partner Institutions Participation Structure of the Project Outcomes Agreement number – 2018 – 3234 / 001 – 001 Project reference number – 598719 -EPP-1 -2018 -1 -MK-EPPKA 2 -CBHE-JP
1. Motivation Seismic isolation and energy dissipating systems present an effective way to common seismic design for improving the seismic performance of structures. These techniques reduce the seismic forces by changing the stiffness and/or damping in the structures, whereas conventional seismic design is required for an additional strength and ductility to resist seismic forces. Agreement number – 2018 – 3234 / 001 – 001 Project reference number – 598719 -EPP-1 -2018 -1 -MK-EPPKA 2 -CBHE-JP
2. Research Field Various kinds of devices are used in the buildings for the purpose of seismic isolation. It would be useful to examine the seismic isolation in the framework of the basic principles of dynamics before introducing these devices. Agreement number – 2018 – 3234 / 001 – 001 Project reference number – 598719 -EPP-1 -2018 -1 -MK-EPPKA 2 -CBHE-JP
Seismic isolation in a building, when considered within the framework of basic principles of dynamics, can be maintained by taking under the control, modifying and changing the characteristics of both restoringforce when affected by seismic forces, and damping of the building, and also the mass of the building and seismic forces that affect the building. Agreement number – 2018 – 3234 / 001 – 001 Project reference number – 598719 -EPP-1 -2018 -1 -MK-EPPKA 2 -CBHE-JP
The purpose of earthquake prevention of buildings is to provide the structural safety and comfort by controlling the internal forces and displacement within the particular limits. The common method for protecting the structures against the destructive effects of earthquakes is to damp the seismic energy for limiting the seismic energy by the structural elements, thus providing the resistance against the earthquake. In spite of using this method for a certain level of protection, the structure could be damaged for real sometimes. Agreement number – 2018 – 3234 / 001 – 001 Project reference number – 598719 -EPP-1 -2018 -1 -MK-EPPKA 2 -CBHE-JP
3. Partner Institutions Yerevan Telecommunication Research Institute Agreement number – 2018 – 3234 / 001 – 001 Project reference number – 598719 -EPP-1 -2018 -1 -MK-EPPKA 2 -CBHE-JP
4. Participation • Yerevan Telecommunication Research Institute with its Training Center (3 people from the Training Center) Academia • National University of Architecture and Construction of Armenia üFaculty of Construction üFaculty of Urban Economy and Ecology üFaculty of Technology and Management Academic Staff – 4 staff members (2 Master students) Industry • Builders Union Agreement number – 2018 – 3234 / 001 – 001 Project reference number – 598719 -EPP-1 -2018 -1 -MK-EPPKA 2 -CBHE-JP
5. Structure of the Project Present the project structure, work packages, planned activities (laboratory, in-situ, etc. ), planned budget. (up to 3 slides) ü WP 1 Information Gathering ü WP 2 Testing and analysis ü WP 3 Conclusion & Project Proposal Agreement number – 2018 – 3234 / 001 – 001 Project reference number – 598719 -EPP-1 -2018 -1 -MK-EPPKA 2 -CBHE-JP
6. Outcomes • Development of practical skills among 3 rd or 4 th year & Master students, • Research results for Master and Ph. D theses • Provision of knowledge on the importance of the performance of reinforced concrete buildings with seismic isolation systems Agreement number – 2018 – 3234 / 001 – 001 Project reference number – 598719 -EPP-1 -2018 -1 -MK-EPPKA 2 -CBHE-JP
Thank you! Agreement number – 2018 – 3234 / 001 – 001 Project reference number – 598719 -EPP-1 -2018 -1 -MK-EPPKA 2 -CBHE-JP
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