ELASTIC REBOUND THEORY

EARTHQUAKE PHENOMENON

Energy Magnitude Relationship Energy release increases by 32 times with increase of 1 magnitude

Earthquake/Inertia Forces ACCELERATIONACCELERATION DECELERATIONDECELERATION

EL-CENTRO, 1940 EARTHQUAKE

(Before Earthquake) (After Earthquake)

Shear Wall Cripple Wall Foundation Floor Diaphragm Floor Diaphragm Roof Diaphragm House Elements Resist Horizontal Forces f1f1 f2f2 f3f3 f sum = f 1 + f 2 + f 3

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 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

Buildings with First-Soft Story

Buildings with Heavy Water Tanks

EARTHQUAKE ANALYSIS xm SDOF system

EQUATION OF MOTION m kx Free Body Diagram Governing Equation

(a) MDOF system m1m1 m2m2 mNmN k1k1 kNkN k2k2 (b) Free body diagram mimi MDOF System Figure 2.4

Distribution of earthquake forces in multi-story building

DUCTILE DETAILING OF R.C.C. STRUCTURRES (IS: ) 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 f ck 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 Old reinforcement New stirrups Strengthening of column

weld Roughened surface New reinforcement Beam Strengthening

Strengthening of bare frame

Strengthening of masonry

FRP strengthening

Non-isolatedBase-isolated

Fixed base building Base-isolated building

SEISMIC BASE ISOLATION g x  1 x 2 x N x m 1 m 2 m N k 1 k N k 2 m b Base isolator

Elastomeric bearings

Sliding bearings

Steel Plate Rubber 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: ) 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 f ck 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

m 1,n kdkd cdcd kdkd cdcd kdkd cdcd kdkd cdcd c 1,1 c1,2c1,2 c1,3c1,3 c 2,1 c 2,2 c 2,3 c 2,m c 1,i c 1,n-1 c 1,n k 1,1 k 1,2 k 1,3 k 1,i k 1,n-1 k 1,n m 1,1 m 1,2 m 1,3 m 1,i m 1,n-1 k 2,1 k 2,2 k 2,3 k 2,m m 2,1 m 2,2 m 2,3 m 2,m Building B Building A Damper Connected Buildings