Seismic Design of New Strategic Buildings and Seismic Retrofitting of Existing Vulnerable Buildings
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1 Seismic Design of New Strategic Buildings and Seismic Retrofitting of Existing Vulnerable Buildings G. Oliveto [1], M. Granata [2],G. Ferraro [1], N. D. Oliveto [1] [1] University of Catania [2] SAP Studio Engineering, Catania
2 Seismic Design of New Strategic Buildings and Seismic Retrofitting of Existing Vulnerable Buildings 1. Seismic retrofitting of existing vulnerable buildings 2. Seismic design of new strategic buildings
3 Seismic retrofitting of existing vulnerable buildings 1. Solarino residential buildings 2. Santa Venerina residential building 3. Multi Task Operation Centre COM Catania
4 Seismic Retrofitting of Solarino Buildings Design Construction - Testing
5 Solarino Buildings
6 Solarino Buildings: original foundation
7 Mechanical properties of concrete and steel Concrete characteristic cubis strength, f cu (N/mm 2 ) Concrete ultimate design strength, 0.83 f cu (N/mm 2 ) Steel type Steel characteristic ultimate strength, f su (N/mm 2 ) Steel characteristic yield strength, f sy (N/mm 2 ) Elastic modulus for concrete, E c (kn/mm 2 ) Concrete maximum parabolic strain, e co Concrete ultimate strain, e cu 0.2 % 0.35 % Fe B 38 k Elastic modulus for steel, E s (kn/mm 2 ) 206 Steel ultimate strain, e su 1 % 13
8 Seismic resistance of the considered building Seismic zone a g,c/ g Soil type Tranverse direction Longitudinal direction A B C A B C A B C A B C
9 The Retrofitting Design: Strengthening of the superstructure First floor First storey Second and third storeys Fourth storey
10 Layout of the hybrid seismic isolation system including 12 HDRB and 13 LFSB Laminated HDRB rubber bearing Low-friction LFSB bearing
11 Isolation Bearings High Damping Rubber Bearing Low Friction Sliding Bearing
12 Demolition of column element
13 Demolition of column element
14 Positioning of elastomeric bearing
15 Casting of foundation enlargement
16 Corner foundation enlargement
17 Perimetrical shelf casting
18 Perimetrical shelf casting
19 Low-friction bearing in position still bracketed; provisional supports in the backgroun
20 Free Vibration Tests
21 Testing Apparatus Data acquisition system Electric connection cables Reaction wall Hydraulic jack Fuse Load cell Loading device Building Measurement equipment 15 acceleration transducers 12 displacement transducers
22 Schematic view of loading device HYDRAULIC JACK SUDDEN RELEASE DEVICE LOAD CELL REACTION WALL
23 Sudden release device Fuse: Calibrated HS Steel rod Prototype
24 Load Cell on the Head of Loading Device NOVATECH MODEL F205-CFR0K0
25 Location of the measuring stations PENNY&GILES Linear Displacement Sensors MODEL SLS320
26 Schematic Accelerometers Layout PCB-Piezotronics Seismic Acceleration Transducer MODEL 393B31 Measuring stations and acquisition channels
27 Free Vibration Tests
28 Free Vibration Tests
29 Free Vibration Tests
30 Free Vibration Tests
31 Free Vibration Tests
32 Free Vibration Tests
33 Free Vibration Tests
34 Free Vibration Tests
35 Free Vibration Tests
36 Free Vibration Tests
37 Free Vibration Tests
38 Literature [1] G. Oliveto, M. Marletta, Seismic Retrofitting of Reinforced Concrete Buildings using Traditional and Innovative Techniques, ISET Journal of Earthquake Technology, Paper No. 454,Vol. 42, No 2-3, June-September 2005, pp [2] G. Oliveto, I. Caliò, M. Marletta, Retrofitting of Reinforced Concrete Buildings not Designed to withstand Seismic Action: A Case Study using Base Isolation, Paper No. 954, 13th WCEE, Vancouver, [3] G. Oliveto, M. Granata, G. Buda, P. Sciacca, Preliminary results from full-scale free vibration tests on a four story reinforced concrete building after seismic rehabilitation by base isolation, JSSI 10th Anniversary Symposium on Performance of Response Controlled Buildings, Yokohama, Japan, [4] G. Oliveto and G. Scalia, Free-Vibration Tests Following Seismic Retrofitting by Base Isolation on the Solarino Buildings, Paper No. 1254, Proceedings of the 8th U.S. NCEE, San Francisco, [5] G. Oliveto and G. Scalia, Wavelet Identification of Base Isolated Buildings: Application to the Solarino Buildings, ANIDIS 2007, Pisa, Italy. [6] N. D. Oliveto, G. Scalia, G. Oliveto, Dynamic Identification of Structural Systems with Viscous and Friction Damping, to appear in the Journal of Sound and Vibration. [7] N. D. Oliveto, G. Scalia, G. Oliveto, Improved Dynamic Identification of Base Isolated Buildings using the Least Squares Method, AIMETA 2007, Brescia, Italy.
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