Basics of earthquake & structural and non structural guidelines for building construction in eq...
-
Upload
bhasker-vijaykumar-bhatt -
Category
Education
-
view
272 -
download
1
Transcript of Basics of earthquake & structural and non structural guidelines for building construction in eq...
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
Earthquake
What is an Earthquake?
A Vibrations produced in the earth’s crust when rock’s elastic strain has
ruptured and rebounded
What causes an earthquake?
Earthquakes are usually caused by sudden movement on faults
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.
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.
Gujarat Earthquake
Concrete Building
Mexico Earthquake
Apartment Building
Soft-story Collapse
Gujarat EQ
Mexico Earthquake
School Building
Gujarat EQ
Large blocks piled up using weak bond
Gujarat EQ
Many casualties occurred in stone masonry buildings
Gujarat EQ
Strong Structure – Weak Joint with masonry
Gujarat EQ
Soft story
Liquefaction
Nigata, Japan
Our Earth is Alive
Plate Tectonics
What is Mechanism of Earthquake ?
Different Plates around the World
Earthquake Occurrence
Himalayan Mountains
Earthquake
Seismic Waves
Measuring Earthquakes
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
Buildings Configuration Problem
Irregular Shape
Torsion
Overturning
Building Seldom Overturn- They fall apart or pancake
Soft-story Collapse Mechanism
Ductility
Lateral Force Resisting Systems
Architectural
consideration in
Building Layout
and Configuration
Building Configuration
2
3
2
1 1
3Symmetrical buildings in plan and elevation are better than
asymmetrical ones.
Irregularity and Seismic Joints
Asymmetry (false symmetry) due to the location of structural elements
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
Building Configurationcontd....
The same principle can be applied to the elevations of the buildings
b
h h
b
Height of the building should be less than 3b
Building Configurationcontd....
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
Building
Configuration
Do and Don’t do
Abrupt stiffness change in elevation due to infills
Increase of Ground Floor stiffness and strength
or
Asymmetry of building
in Plan
Seismic Joints
Or
Strengthening of Connection
Abrupt Stiffness change in building in
Plan
Seismic Joints
No Yes
Interaction of Structural Elements of Different Stiffness
Seismic Joint
Proper Design OR Strengthening of Flexible Element
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
Small contribution of Shear wall in Torsional resistance
Increase of Torsional resistance
Incorrectly supported columns Uniform Column
No Yes
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
Stitch at L-junctions and T-junctions should be designed to mitigate
the problem
Masonry Buildings
Masonry Buildingscontd.….
Horizontal band at sill, lintel and eve level should be designed for out of plane bending
Masonry Buildingscontd.….
Stitch and band give more integrity to the building elements and protect the building from corner opening and out of
plane failure
Masonry Buildingscontd.….
Vertical bars at corners T-joints and around the openings should be designed
for tensile stress developed
RC Buildings
Brittle failure of RC building
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
Damage at Joint and Column
RC Buildingscontd…..
What is our practice?
RC Buildingscontd…..
Joint Reinforcing...
RC Buildingscontd…..
Failure at cold Joint
RC Buildingscontd…..
What we are constructing?
Cold joint...
RC Buildingscontd…..
Cold joint...
Shear key and rough surface give better performance
RC Buildingscontd…..
Column tie spacing and tie hooks
Can only longitudinal bars save the column?
RC Buildingscontd…..
Column tie spacing and tie hooks….
Comparison of damage of two columns
RC Buildingscontd…..
Column tie spacing and tie hooks….
RC Buildingscontd…..
Short column effect…...
Short column effect…...
RC Buildingscontd…..
Short column effect…...
RC Buildingscontd…..
RC Buildingscontd…..
Column-bar splices
Non structural Damage and its Mitigation
Broken Glass in Kitchen
Room
In Bed RoomsFurniture overturned throwing outside the contents
Bureau Toppled
Office
In officeFurniture, file cabinets overturned
Shops
In shops and departmental storesMany liquor and bottles broken
Non-structural damage
In Book Store and Libraries
Non-structural damage
Shattered glasses
Water Heaters Tip Easily During Earthquakes
Significance: Life Safety
If a ten-rupees flowerpot , not fastened well to the building, falls on someone’s head, it can be a killer!
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%.
Significance: Loss of functionCritical facility
HospitalTelecommunication etc.
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
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
Anchorage of Battery Rack+ Anchorage of Book shelve SOURCE: EERI
Anchorage
Anchorage
SOURCE: PAHO/WHO
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.
Flexible Couplings
The use of flexible piping in critical areas
such as between buildings and
equipment helps to prevent breakage
PAHO/WHO
Supports
Damage to ceilings
Supports
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.
Modification
Rolls of transparent adhesive plastic may be used to cover the inside surfaces and prevent them from shattering and threatening those inside.
Reinforcement
Useful forUnreinforced infill wallChimney may be strengthened
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.
Limit Sliding & Rocking Movements
Restraints and fasteners for smaller equipment
Simple improvement can save life and property
Nonstructural Vulnerability Reduction
BHASKER BHATTConsulting Town Planner and Civil EngineerC:+91-98258-35364 E: [email protected]
Promote & Practice Safe Construction…Thanks…