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8b28c0db6b9c783d3d3ec0ccbfcf17b9.ppt
- Количество слайдов: 94
ELASTIC REBOUND THEORY
EARTHQUAKE PHENOMENON
Energy Magnitude Relationship Energy release increases by 32 times with increase of 1 magnitude
Earthquake/Inertia Forces ACCELERATION DECELERATION
EL-CENTRO, 1940 EARTHQUAKE
(Before Earthquake) (After Earthquake)
House Elements Resist Horizontal Forces Roof Diaphragm f 1 f 2 f 3 Floor Diaphragm Shear Wall fsum = f 1 + f 2 + f 3 Foundation Cripple Wall
Damage Resulting from Base Shear
BEFORE AN EARTHQUAKE 1. Store heavy objects near ground or floor. 2. Secure tall objects, like bookcases to the wall. 3. Secure gas appliances to prevent broken gas lines and fires. 4. Learn where your exits, evacuation route, and meeting places are. Know the safe spot in each room. 5. Keep emergency items , such as a flashlight, first aid kit and spare clothes, food in your car or office.
DURING AN EARTHQUAKE 1. If indoors, stay in the building. 2. Take shelter under solid furniture, i. e. tables or desks, until the shaking stops. 3. Keep away from overhead fixtures, windows, cabinets and bookcases or other heavy objects that could fall. Watch for falling plaster or ceiling tiles. 4. If driving- STOP, but stay in the vehicle. Do not stop on bridge, under trees, light posts, electrical power lines or signals. 5. If outside, stay outside. Move to an open area away from buildings, trees, power lines and roadways.
AFTER AN EARTHQUAKE 1. Check for injuries. Give first aid as necessary. 2. Check for safety hazards: fire, electrical, gas leaks, etc. and take appropriate actions. 3. Do not use telephones and roadways unless necessary so that these are open for emergency uses. 4. Be prepared for aftershocks, plan for cover when they occur. 5. Turn on your radio/TV for an emergency message. Evacuate to shelters as instructed. 6. Remain calm, try to reassure others. Avoid injury from broken glasses etc.
An aerial view of the destruction of houses in Bhachau and Anjar towns during the Gujarat, 2001 earthquak
Devastated village - Jawaharnagar which was relocated at this site after the Anjar earthquake of 1856. The same has collapsed as no aseismic design interventions were made during the rehabilitation and reconstruction of this village.
Post Office Building, Killari Damaged but not collapsed
Public Building in Sastoor Damaged but not collapsed
MEERP Programme Before MEERP After MEERP
1985 MEXICO EARTHQUAKE: RAILROAD SYSTEM
1985 MEXICO EARTHQUAKE: POUNDING
Symmetric Plan Less Opening
Interlocking of Stones
Interlocking by Through Stones (Haider)
Through Stones in Existing Walls
Seismic Bands (Very Important)
Construction Practice (Marathwada Region)
Construction Practice (Satara, Kolhapur Region)
Strengthening of Existing Houses
Confidence in Earthquake-resistant Measures
Confidence Building in Retrofitting
Collapse of open ground story RC frame residential building in Bhuj.
2001 Gujarat Earthquake
2001 Gujarat Earthquake
Buildings with First-Soft Story
Buildings with Heavy Water Tanks
EARTHQUAKE ANALYSIS SDOF system m x
EQUATION OF MOTION Free Body Diagram m kx Governing Equation
MDOF System m. N k. N mi m 2 (b) Free body diagram k 2 m 1 k 1 (a) MDOF system Figure 2. 4
Distribution of earthquake forces in multi-story building
DUCTILE DETAILING OF R. C. C. STRUCTURRES (IS: 13920 -1993) • To Add Ductility and Toughness (Special confining reinforcement) • Should be applied for all R. C. C. Structures Seismic Zone IV and V Seismic Zone III but I >1 Seismic Zone III (Industrial Buildings) Seismic zone III (> 5 Storey) • Flexural Memberes Stress > 0. 1 fck b/D > 0. 3 b > 200 mm D > Clear Span/4
Condition assessment • • • Tapping by hammer Rebound Hammer Indentation method Ultrasonic Pulse Velocity Transmission Test Covermeter / Pachometer Radiography Chloride Content Testing for Depth of Carbonation Tests on Concrete Cores
New stirrups New reinforcement Old reinforcement Roughened surface Drilled hole in slab Roughened surface Slab Stirrups Beam Jacket Strengthening of column
New stirrups New reinforcement Old reinforcement Anchor bars Drilled hole in slab New reinforcement New stirrups Old reinforcement Strengthening of column
Roughened surface New reinforcement weld Beam Strengthening
Strengthening of bare frame
Strengthening of masonry
FRP strengthening
Non-isolated Base-isolated
Fixed base building Base-isolated building
SEISMIC BASE ISOLATION m. N x. N m 2 x 2 m 1 x 1 k. N k 2 k 1 mb Base isolator x &&g
Elastomeric bearings
Sliding bearings
110 12 30 Steel Plate 36 Rubber 6 1. 5 12
Response of five-story building isolated by LRB system
Response of a five-story isolated by FPS system
DAMAGE OF BRIDGES DURING EARTHQUAKES
DUCTILE DETAILING OF R. C. C. STRUCTURRES (IS: 13920 -1993) • To Add Ductility and Toughness • Should be applied for all R. C. C. Structures Seismic Zone IV and V Seismic Zone III but I >1 Seismic Zone III (Industrial Buildings) Seismic zone III (> 5 Storey) • Flexural Memberes Stress > 0. 1 fck b/D > 0. 3 b > 200 mm D > Clear Span/4
The American River Bridge & installed friction pendulum bearing
Thjorsa Bridge with Elastomeric seismic isolation bearings (Ice land)
Location: 1 k. m. SW of Pelabuhan Building : 4 -Storeyed MR RCC. Isolator : 16 HDR Manufacturer: MRPRA, UK
Location: Rancho Cucamonga California. Isolator : HDR Engineers: Taylor & Gaines; Reid & Tarics. Year : 1985
Location: Los Angeles, California. Isolator : LRB Engineers: KPFF Year : 1991
Location: East Los Angeles California. Isolator : HDR Engineers: Fluor-Daniel Year : 1990
Location: Sendai, Miyako Provience Isolator : HDR Year : 1990
Tuned mass damper, Huis Ten Bosch tower, Nagasaki
Damper Connected Buildings m 1, n c 1, n k 1, n m 1, n-1 c 1, n-1 k 1, n-1 m 1, i c 1, i k 1, i m 1, 3 c 1, 3 k 1, 3 m 1, 2 c 1, 2 k 1, 2 m 1, 1 c 1, 1 k 1, 1 Building A kd cd m 2, m c 2, m k 2, m m 2, 3 c 2, 3 m 2, 2 k 2, 3 c 2, 2 m 2, 1 k 2, 2 c 2, 1 k 2, 1 Building B
8b28c0db6b9c783d3d3ec0ccbfcf17b9.ppt