Basics of earthquake & structural and non structural guidelines for building construction in eq...

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BASICS OF EARTHQUAKE + STRUCTURAL AND NON- STRUCTURAL GUIDELINES FOR BUILDING CONSTRUCTION IN EQ PRONE AREAS An academic purpose compilation by Prof. Bhasker V. Bhatt PG In-charge (ME TCP) & Assistant Professor in Civil Engineering Department, SCET, Surat

Transcript of Basics of earthquake & structural and non structural guidelines for building construction in eq...

Page 1: Basics of earthquake & structural and non structural guidelines for building construction in eq prone areas

BASICS OF EARTHQUAKE +

STRUCTURAL AND NON-STRUCTURAL GUIDELINES

FOR BUILDING CONSTRUCTION IN EQ

PRONE AREAS

An academic purpose compilation byProf. Bhasker V. Bhatt

PG In-charge (ME TCP) & Assistant Professor in Civil Engineering Department, SCET, Surat

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Earthquake

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What is an Earthquake?

A Vibrations produced in the earth’s crust when rock’s elastic strain has

ruptured and rebounded

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What causes an earthquake?

Earthquakes are usually caused by sudden movement on faults

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What causes an earthquake?A sudden release of energy accumulated in deformed

rocks causing the ground to tremble or shake.Causes rupturing or brittle failure of crustal rocks.

Energy is released.Movement of fault blocks takes place along a

fault plane.

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After energy is released, friction between the adjacent fault blocks prevents further movement. Stress resumes and

builds up again.Friction between the blocks is overcome. Another earthquake

occurs.

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Gujarat Earthquake

Concrete Building

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Mexico Earthquake

Apartment Building

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Soft-story Collapse

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Gujarat EQ

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Mexico Earthquake

School Building

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Gujarat EQ

Large blocks piled up using weak bond

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Gujarat EQ

Many casualties occurred in stone masonry buildings

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Gujarat EQ

Strong Structure – Weak Joint with masonry

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Gujarat EQ

Soft story

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Liquefaction

Nigata, Japan

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Our Earth is Alive

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Plate Tectonics

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What is Mechanism of Earthquake ?

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Different Plates around the World

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Earthquake Occurrence

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Himalayan Mountains

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Earthquake

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Seismic Waves

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Measuring Earthquakes

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Site Effect

The shape, amplitude, and the duration of a seismic movement are affected, among other things, by its

magnitude, the distance to the hypocenter, and the local site conditions

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Buildings Configuration Problem

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Irregular Shape

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Torsion

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Overturning

Building Seldom Overturn- They fall apart or pancake

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Soft-story Collapse Mechanism

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Ductility

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Lateral Force Resisting Systems

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Architectural

consideration in

Building Layout

and Configuration

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Building Configuration

2

3

2

1 1

3Symmetrical buildings in plan and elevation are better than

asymmetrical ones.

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Irregularity and Seismic Joints

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Asymmetry (false symmetry) due to the location of structural elements

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Unsuitable plan Suitable plan

In order to make unsuitable building plans seismically acceptable, they need to be divided into a number of

rectangular or symmetrical units.

Building Configuration

Pounding Effect

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Building Configurationcontd....

The same principle can be applied to the elevations of the buildings

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b

h h

b

Height of the building should be less than 3b

Building Configurationcontd....

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Ideal Earthquake Resistant Building

Small mass Low Height-to-base ratio Low center of mass relative to the

ground Balanced lateral resistance Direct load paths Symmetrical Plan Uniform section and elevation Uniform floor heights, and Maximum rotational resistance Short spans

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Building

Configuration

Do and Don’t do

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Abrupt stiffness change in elevation due to infills

Increase of Ground Floor stiffness and strength

or

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Asymmetry of building

in Plan

Seismic Joints

Or

Strengthening of Connection

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Abrupt Stiffness change in building in

Plan

Seismic Joints

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No Yes

Interaction of Structural Elements of Different Stiffness

Seismic Joint

Proper Design OR Strengthening of Flexible Element

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Significant difference between stiffness in x and y Balanced stiffness in x and y

Asymmetric arrangement of Vertical element (Torsional Vibration)

symmetric arrangement of Vertical element

No Yes

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Small contribution of Shear wall in Torsional resistance

Increase of Torsional resistance

Incorrectly supported columns Uniform Column

No Yes

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Unclear Frame Behavior Good Frame Behavior in x and y

Strong beam-weak Column (column Failure mechanism)

Weak (comparatively) beam-strong Column (Beam Failure mechanism)

No Yes

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Stitch at L-junctions and T-junctions should be designed to mitigate

the problem

Masonry Buildings

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Masonry Buildingscontd.….

Horizontal band at sill, lintel and eve level should be designed for out of plane bending

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Masonry Buildingscontd.….

Stitch and band give more integrity to the building elements and protect the building from corner opening and out of

plane failure

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Masonry Buildingscontd.….

Vertical bars at corners T-joints and around the openings should be designed

for tensile stress developed

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RC Buildings

Brittle failure of RC building

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RC Buildingscontd…..

Failure of building at beam column joints

Joint ReinforcingUnreinforced beam-column joints may not be able to

develop the strength of the connected members, and this can lead to sudden brittle failure of the joint

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Damage at Joint and Column

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RC Buildingscontd…..

What is our practice?

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RC Buildingscontd…..

Joint Reinforcing...

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RC Buildingscontd…..

Failure at cold Joint

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RC Buildingscontd…..

What we are constructing?

Cold joint...

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RC Buildingscontd…..

Cold joint...

Shear key and rough surface give better performance

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RC Buildingscontd…..

Column tie spacing and tie hooks

Can only longitudinal bars save the column?

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RC Buildingscontd…..

Column tie spacing and tie hooks….

Comparison of damage of two columns

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RC Buildingscontd…..

Column tie spacing and tie hooks….

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RC Buildingscontd…..

Short column effect…...

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Short column effect…...

RC Buildingscontd…..

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Short column effect…...

RC Buildingscontd…..

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RC Buildingscontd…..

Column-bar splices

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Non structural Damage and its Mitigation

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Broken Glass in Kitchen

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Room

In Bed RoomsFurniture overturned throwing outside the contents

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Bureau Toppled

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Office

In officeFurniture, file cabinets overturned

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Shops

In shops and departmental storesMany liquor and bottles broken

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Non-structural damage

In Book Store and Libraries

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Non-structural damage

Shattered glasses

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Water Heaters Tip Easily During Earthquakes

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Significance: Life Safety

If a ten-rupees flowerpot , not fastened well to the building, falls on someone’s head, it can be a killer!

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Significance: Property Loss

Very important in case of commercial and Institutional buildings

Property losses in 25 commercial buildings due to the 1971 San Fernando earthquake:Structural damage 3%Electrical and mechanical

7%Exterior finishes 34%interior finishes 56%.

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Significance: Loss of functionCritical facility

HospitalTelecommunication etc.

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Mitigation Measures : Removal

A hazardous material that could be spilled, could be stored perfectly well outside the premises

One solution would be stronger fastening or the use of stronger supports,

But the most effective solution would be removal and replacement

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A very heavy object on top of a shelf could fall and seriously injure someone

If it is relocated to a floor-level shelf it would not represent any danger to human lives or to property. Store large, heavy or fragile objects on

lower shelves or in low closed cabinets

Relocation

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Anchorage of Battery Rack+ Anchorage of Book shelve SOURCE: EERI

Anchorage

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Anchorage

SOURCE: PAHO/WHO

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Restricted Mobilization

It does not matter if the cylinders shift as long as they do not fall and break their valves. Sometimes back-up power generators are mounted on springs to reduce the noise and vibrations when they are working, but these springs would amplify ground motion.

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Flexible Couplings

The use of flexible piping in critical areas

such as between buildings and

equipment helps to prevent breakage

PAHO/WHO

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Supports

Damage to ceilings

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Supports

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Substitution

A heavy tiled roof does not only make the roof of a building heavy, it is also more susceptible to earthquake shaking. The individual tiles tend to come off, creating a hazard for people and for objects.

One solution would be to change it for a lighter, safer roofing material.

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Modification

Rolls of transparent adhesive plastic may be used to cover the inside surfaces and prevent them from shattering and threatening those inside.

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Reinforcement

Useful forUnreinforced infill wallChimney may be strengthened

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Redundancy

Redundancy or duplication of items is advisable.

An emergency response plan requiring storage of emergency supplies is a good idea.

It is possible/necessary to store extra quantities of certain products, providing a certain level of independence from external supply which could be interrupted in the case of earthquakes.

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Limit Sliding & Rocking Movements

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Restraints and fasteners for smaller equipment

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Simple improvement can save life and property

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Nonstructural Vulnerability Reduction

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BHASKER BHATTConsulting Town Planner and Civil EngineerC:+91-98258-35364 E: [email protected]

Promote & Practice Safe Construction…Thanks…