Prof. Dr. Mikayel MelkumyanPresident of the Armenian Association for Earthquake Engineering

Senior Research Associate / Principal Investigator

Engineering Research Center of the American University of Armenia, 40 Marshal Baghramian st., 375019, Yerevan, Armenia,

mmelkumi@aua.am

RETROFITTING RETROFITTING BY SEISMIC ISOLATIONBY SEISMIC ISOLATIONOF CIVIL BUILDINGSOF CIVIL BUILDINGSIN ARMENIA IN ARMENIA INCLUDING SCHOOL INCLUDING SCHOOL AND HOSPITALAND HOSPITAL

This fact is attracting the attention of financial institutions and private investors from abroad. Nevertheless, the advantages of seismic isolation are so obvious that in the last two years local projects have started to show some interest in the application of seismic isolation. Recently the construction of a three-storey hospital building with base isolation started by order of the Hayastan All-Armenian Fund. The application of base isolation is also envisaged in the future for private apartment buildings.

Since 1994 a total of 26 buildings and structures have been designed in Armenia that incorporate seismic isolation bearings. The number of base- and roof-isolated buildings already constructed in Armenia has reached 14. Currently, several base-isolated apartment buildings are under construction in Armenia. Seismic isolation in Armenia is developing mainly through projects financed by foreign institutions (World Bank, Swiss CARITAS), individual investors (Mr. John Huntsman) and persons, constructing their own houses. The point is that seismic isolation techniques developed in Armenia, taking into account local manufacturing of rubber bearings, are leading to significant savings in construction costs.

Statistics on buildings in Armenia retrofitted with the application of seismic isolation technologies

Name of building or structure

Existing apartment building with stone bearing walls

Existing apartment RC frame building

Existing apartment RC frame building

Existing school No 4 with stone bearing walls

Existing RC frame building of Armenian-American Wellness Center

Type of seismic isolation

Base isolation

Additional Isolated Upper Floor (AIUF, roof isolation)

Additional Isolated Upper Floor (AIUF, roof isolation)

Base isolation Base isolation

Dimensions of buildings in plan (m)

52x15 19x19 19x19 38x21 30x20

Number of storeys

5 9 9 3 6

Years of design 1994-1995 1995 1996 2001 2003-2004 Years of implementation

1995-1996 1996-1997 1996-1997 2002 2004

Place of implementation

Vanadzor Vanadzor Vanadzor Vanadzor Yerevan

Number and type of rubber bearings

60 (Ø 380, h=200), HDRB

16 (Ø 360, h=220), HDRB

16 (Ø 360, h=220), HDRB

41 (Ø 380, h=202), MDRB

20 (Ø 580, h=300), 9 (Ø 380, h=202), MDRB

Manufacturer of rubber bearings

TARRC, UK; Min Rubber Products, Malaysia,; Sime Engineering Rubber Products, Malaysia

NAIRIT, Armenia

Min Rubber Products, Malaysia

YFRTA, Armenia

GTMC, Armenia

The HDRB for seismic isolation were designed in collaboration with TARRC (UK). As the range of the static vertical loads on each bearing is quite high, it was decided to have two types of bearings Soft -“S” and Hard -“H”, differing only in the shear modulus of the rubber. The design horizontal displacement was 130 mm. The bearings were to operate safely up to 1.5 times the design displacement.

The structural concept developed in 1994 (M.G. Melkumyan, Patent of the Republic of Armenia No 579) aims to retrofit an existing building by means of seismic isolation, using simple working technology. This is a unique, pioneering seismic isolation project introduced in 1995-1996 for an existing five-storey stone building. The project was financed by the World bank.

The idea is to supply this building with seismic isolation by gradually cutting it from its foundation and installing the isolators at the level of upper edge of the foundation between a two-stage system of RC beams. The operation is made without resettlement of the occupants. World practice provides no similar precedent in retrofitting of apartment buildings.

In addition, this technique was shown to be much cheaper than conventional strengthening methods. Conventional strengthening involves fitting a reinforcing steel mesh to the bearing walls and spraying on concrete. For rehabilitated building the cost would have been about US$ 340,000. The cost of seismic isolation is only about US$ 200,000, a substantial saving.

380mm

202.

5mm

158.

5mm

The bearings were tested at TARRC, using a single bearing facility. Under the design vertical load and the maximum horizontal displacement of 195 mm there was no sign of an approach to the displacement capacity of the isolators.

The project on upgrading seismic resistance of nine-storey RC frame buildings by means of additional isolated upper floor (AIUF) pioneered the applications of seismic isolation structures to the top part of the buildings and was implemented in 1995-1997. The project was financed by the World Bank. There are 16 columns in the plan of the buildings.

The steel jackets of all 16 columns were connected to each other by means of steel trusses. Thus, a rigid structure is created to transfer the forces from AIUF to the building.

It is worth noting that the isolated upper floor allows not only upgrading the earthquake resistance of a building, but enlarging its useful space as well. The most distinctive feature of the new earthquake resistance upgrading method, however, is that there is no need to re-settle the occupants of the building during construction.

All columns pass through the slab of the ninth floor into the space of the attic floor and are taken into steel jackets. The assembling of AIUF over the building starts after dismantling the attic floor. The connection of AIUF to the building was designed by means of HDRB.

Under the earthquake impact AIUF, acting as vibration damper, reduces the stress-deformed state of the building and increases earthquake resistance, on average by a factor of 1.6.

For this project of retrofitting of 50 years old school No 4 building in Vanadzor 41 seismic isolation MDRB were manufactured from neoprene by YFRTA and were tested locally. Their parameters were the same as described above for the five-storey building, but the design displacement was taken as 190 mm with 8% damping.

All existing buildings in Vanadzor, including five-storey stone apartment building, nine-storey RC frame apartment buildings and three-storey stone school building, were retrofitted by KANAKA OJSC, one of the best construction companies in Armenia.

In this case again the innovative technology proposed by Prof. Dr. Melkumyan (Patent of the Republic of Armenia No 579) was used. The project was financed by Swiss CARITAS.

Stages of installation of seismic isolation in the existing 3-story school building

Existing RC frame building of Armenian-American Wellness Center (AAWC)

Conclusions

The proposed non-conventional methods are based on the application of different types of seismic isolators. Fife projects were developed and implemented in Armenia in the cities of Vanadzor and Yerevan to upgrade the earthquake resistance of the 9-story apartment buildings by means of an AIUF (roof, isolation) and to retrofit the 5-story apartment building, 3-story school building and 6-story clinic building by means of seismic isolation. In all described cases people do not need to move from the buildings for the whole period of construction works on implementation of seismic isolation technologies.

The present transition period of the economic development in Armenia brings to conclusion that non-conventional approaches, allowing the retrofitting of existing buildings without interruption of their functioning are more preferable.

Within a very short period of time since 1993, new unique and effective non-conventional seismic protection methods were developed and introduced into the construction practice. The description of the structural concepts of these methods, which can provide the significant seismic safety for the existing vulnerable buildings, is given.