Seismic Devices In Peru

C NA

I ONA

L

" SA

N

L

U

DA D

IS

IN

UN I V E R S I

FA CU LT AD

APPLICATIONS ON SEISMIC DEVICES IN PERU
Omar Vilca
Civil Engineer
fic_fico@yahoo.es

NZ A GA "GO

DE

N GE R IE IA VI CI L

San Luis Gonzaga University, Peru
1. REPORT ON PISCO EARTHQUAKE 2. APPLICATIONS ON ENERGY DISSIPATION IN PERU 3. APPLICATIONS ON SEISMIC ISOLATION IN PERU 4.CONCLUDING REMARKS

1. REPORT ON PISCO EARTHQUAKE

Figure 1.1: Some buildings look well form outside , Pisco Earthquake (Omar Vilca)

Figure 1.2:
Before , Pisco Earthquake (Omar Vilca) After ,Pisco Earthquake (Omar Vilca)

Figure 1.3: Serious damage, very difficult to restore outside and inside, Pisco Earthquake (Omar Vilca)

Figure 1.4: The weak first story is serious damaged, PiscoEarthquake (Omar Vilca)

Figure 1.5: Effects of column failures at RC structure, Pisco Earthquake (Omar Vilca)

Figure 1.6: Serious damage, failure at many RC columns in a secondary school, PiscoEarthquake (Omar Vilca)

Figure 1.7: Serious damage, failure at many RC columns in a primary school, Pisco Earthquake (Omar Vilca)

Figure 1.8: Damaged Tapial house, Pisco Earthquake (Omar Vilca)Figure 1.9: National University of Engineering and San Luis Gonzaga University work, Pisco Earthquake (Omar Vilca)

Figure 1.10: Liquefaction induced bearing capacity failure, Pisco Earthquake(Omar Vilca)

Figure 1.11: Liquefaction Pisco Earthquake (Omar Vilca)

Figure 1.12: Significant damaged to RC structures when they develop large ductility. Pisco Earthquake (Omar Vilca)Figure 1.13: Non – Engineered construction in too many mansory buildings, Pisco Earthquake (Omar Vilca)

Figure 1.14: Structural Performance in different hospitals. Pisco Earthquake (Omar Vilca)Before, Pisco Earthquake (Omar Vilca)

After, Pisco Earthquake (Omar Vilca)

Figure 1.15: If collapse can be prevented, what level of damage is acceptable?

Figure 1.16: National Project...