The document discusses seismic resistant buildings and introduces key concepts about earthquakes and their measurement. It describes how buildings can be designed to resist earthquakes by increasing strength through techniques like moment frames, braced frames, and shear walls. Flexibility is increased using base isolation and different types of bearings. The document also outlines various methods of seismic analysis including static, dynamic, linear and nonlinear approaches.
Seismic analysis of multi storey reinforced concrete buildings frame”ankialok
The opinion that designing new buildings to be Earthquake resistant will cause substantial additional costs is still among the constructional professionals. In a country of moderate seismicity adequate seismic resistance of new buildings may be achieved at no or no significant additional cost however the expenditure needed to ensure adequate seismic resistance may depend strongly on the approach selected during the conceptual design phase and the relevant design method.
The objective of the paper is to show the effect of the earthquake on different types of foundations such as shallow, mat/raft, pile and structures like gravity dam, arch dam etc. The reaction of soil to the loading of the building when a building undergoes an earthquake disturbance as a behaviour of deflection is known as the soil structure interaction. The movement of ground during the Earthquake induces kinematic and inertial loading which decreases the bearing capacity and increments the settlement of shallow foundations. In seismic regions, where kinematic interactions have been observed, the mat foundations experiences overturning moments. Pile foundations are influenced by both kinematic and inertial interactions which causes many failures. The convoluted oscillating arrangement of acceleration and ground motion in a gravity dam, developing ephemeral dynamic loads because of inertia of dam and confined water is the seismic activity generated in these dams. The arch dam foundations undergoes effects of inertia and flexibility due to the propagation of seismic waves.
presentation on the seismic retrofitting definition and its types. four main types are included base isolation mass dampers jacketing and shear wall and conclusion.
Seismic analysis of multi storey reinforced concrete buildings frame”ankialok
The opinion that designing new buildings to be Earthquake resistant will cause substantial additional costs is still among the constructional professionals. In a country of moderate seismicity adequate seismic resistance of new buildings may be achieved at no or no significant additional cost however the expenditure needed to ensure adequate seismic resistance may depend strongly on the approach selected during the conceptual design phase and the relevant design method.
The objective of the paper is to show the effect of the earthquake on different types of foundations such as shallow, mat/raft, pile and structures like gravity dam, arch dam etc. The reaction of soil to the loading of the building when a building undergoes an earthquake disturbance as a behaviour of deflection is known as the soil structure interaction. The movement of ground during the Earthquake induces kinematic and inertial loading which decreases the bearing capacity and increments the settlement of shallow foundations. In seismic regions, where kinematic interactions have been observed, the mat foundations experiences overturning moments. Pile foundations are influenced by both kinematic and inertial interactions which causes many failures. The convoluted oscillating arrangement of acceleration and ground motion in a gravity dam, developing ephemeral dynamic loads because of inertia of dam and confined water is the seismic activity generated in these dams. The arch dam foundations undergoes effects of inertia and flexibility due to the propagation of seismic waves.
presentation on the seismic retrofitting definition and its types. four main types are included base isolation mass dampers jacketing and shear wall and conclusion.
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Technical Specifications
Indigenized remote control interface card suitable for MAFI system CCR equipment. Compatible for IDM8000 CCR. Backplane mounted serial and TCP/Ethernet communication module for CCR remote access. IDM 8000 CCR remote control on serial and TCP protocol.
Key Features
Indigenized remote control interface card suitable for MAFI system CCR equipment. Compatible for IDM8000 CCR. Backplane mounted serial and TCP/Ethernet communication module for CCR remote access. IDM 8000 CCR remote control on serial and TCP protocol.
• Remote control: Parallel or serial interface
• Compatible with MAFI CCR system
• Copatiable with IDM8000 CCR
• Compatible with Backplane mount serial communication.
• Compatible with commercial and Defence aviation CCR system.
• Remote control system for accessing CCR and allied system over serial or TCP.
• Indigenized local Support/presence in India.
Application
• Remote control: Parallel or serial interface.
• Compatible with MAFI CCR system.
• Compatible with IDM8000 CCR.
• Compatible with Backplane mount serial communication.
• Compatible with commercial and Defence aviation CCR system.
• Remote control system for accessing CCR and allied system over serial or TCP.
• Indigenized local Support/presence in India.
• Easy in configuration using DIP switches.
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Author: Robbie Edward Sayers
Collaborators and co editors: Charlie Sims and Connor Healey.
(C) 2024 Robbie E. Sayers
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MD ABU HENA BASHIR, CEO , Planning Design & Implementation (PDI) - 01878715308
Introduction To Seismic Resistant Buildings
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MD ABU HENA BASHIR, CEO , Planning Design & Implementation (PDI) - 01878715308
Learning Outcome:
i. What are Seismic Resistant Building
ii. What is Earthquake
iii.Different types of Earthquake Waves
iv.Magnitude and Intensity of Earthquake
v. Seismic Resistant Technics
vi.Seismic Analysis
vii.Types of Seismic Analysis
viii.Design Philosophy
4. Seismic Resistant Buildings
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MD ABU HENA BASHIR, CEO , Planning Design & Implementation (PDI) - 01878715308
o Buildings designed to resist the earth quake waves
5. WHAT IS EARTHQUAKE ?
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MD ABU HENA BASHIR, CEO , Planning Design & Implementation (PDI) - 01878715308
Shaking of the ground due to sudden release of energy in earth crust.
6. Causes of Earthquake
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MD ABU HENA BASHIR, CEO , Planning Design & Implementation (PDI) - 01878715308
• Tectonic Plate movement (95%)
• Other Disturbances ( Like as Volcanic eruptions, rock falls, landslides and explosions) (5% )
7. The Focus /Hypocenter and Epicenter of an Earthquake
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MD ABU HENA BASHIR, CEO , Planning Design & Implementation (PDI) - 01878715308
Focus : Source of a given set of earthquakes. Point of faulting and first point of releasing of energy.
Epicenter : Point on earth surface directly above of focus.
8. Earthquake waves
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MD ABU HENA BASHIR, CEO , Planning Design & Implementation (PDI) - 01878715308
Earth
Waves
Body waves
(Travel through the interior of mass in
which they are generated)
Surface wave
(Travel only along the surface)
P waves
S waves
Love
waves
Rayleigh
waves
9. Earthquake waves continuous
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MD ABU HENA BASHIR, CEO , Planning Design & Implementation (PDI) - 01878715308
P Wave
Longitudinal wave (as sound)
Zones of compression and rarefaction
Continuous push/pull on the ground
Can pass through solids , liquids , gases
Fastest of all waves
8 km/sec
S Wave
Secondary type
Transverse type
Particles move at right angle to direction of propagation
Travels only through material the resist a change in shape
2 miles/sec
10. Earthquake waves continuous
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MD ABU HENA BASHIR, CEO , Planning Design & Implementation (PDI) - 01878715308
Love Wave
No vertical movement
Move the ground from side to side parallel to the earth’s
surface (at right angles to the direction of propagation.)
Produces horizontal shaking
Travels faster than Rayleigh waves (10,000 miles/hour)
Rayleigh waves
Disturbed materials moves both horizontally
and vertically in a vertical plane pointing in
the direction in which the waves travelling.
Emanating outward from the epicenter of an
earthquake travel along the surface of the
earth.
At about 10 times the speed of sound in air
(0.340 km/s), that is ~3 km/s.
11. Measurement Of Earthquake
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There are two types of measurement of an
Earthquake like as,
1. Magnitude
2. Intensity
12. Magnitude of Earthquake
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MD ABU HENA BASHIR, CEO , Planning Design & Implementation (PDI) - 01878715308
Represent the amount of energy released into the earth’s crust.
Richter scale is used to measure the magnitude of Earthquake.
Based on the maximum amplitude of the seismic wave at the distance 100km from epicenter.
13. Richter Scale
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𝑀𝐿 = 𝑙𝑜𝑔10𝐴 − 𝑙𝑜𝑔10𝐴0 ∆
𝑀𝐿 = 𝑙𝑜𝑔10(
𝐴
𝐴0 ∆
)
Where,
𝑀𝐿= Richter or local magnitude value
A = Amplitude of largest seismic wave
𝐴0 =Amplitude of smallest seismic wave
∆ = Epicenter distance of earthquake
15. Richter Scale
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MD ABU HENA BASHIR, CEO , Planning Design & Implementation (PDI) - 01878715308
Magnitude vs. ground motion and energy
Magnitude change Ground motion change
(Displacement)
Energy change
0.1 1.3 Times About 1.4 Times
0.3 2.0 Times About 3.0 Times
0.5 3.2 Times About 5.5 Times
1.0 10.0 Times About 32.0 times
16. Richter Scale
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MD ABU HENA BASHIR, CEO , Planning Design & Implementation (PDI) - 01878715308
Different Earthquake Magnitudes on Richter Scale
Magnitude Description Earthquake effect
Less than 2.0 Minor No felt by people, recorded by
seismographs
2.0 – 6.0 Moderate Cause damage to poorly constructed
buildings
6.0 – 8.0 Major Most buildings partially or completely
collapse
8.0 - 10 Great Major damage to buildings, structures
likely to be destroyed
17. Intensity of Earthquake
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Measure of effect of earthquake on human beings, structures and earth surface
Modified Mercalli intensity scale used
12 degree of intensity
Modified Mercalli intensity scale:
Degree Earthquake Effect
I Not Felt
II Felt by person at rest
III Felt indoors, Vibration like passing of light truck
IV Hanging objects swing, Vibration like passing of heavy truck
V Felt outdoors, Liquid disturbed some spilled
VI Felt by all, Furnitures overturned
VII Difficult to stand, Furnitures are broken
VIII Steering of cars affected, change of temp. of spring water
IX General panic, general damage to foundation of frame structure, Underground pipe broken
X Frame structures destroyed, large landslides, Wood structures bridge destroyed
XI Rails bent greatly, Underground pipes completely out of services
XII Total damages, Objects thrown into air
18. How to make buildings seismic resistant?
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MD ABU HENA BASHIR, CEO , Planning Design & Implementation (PDI) - 01878715308
By Designing the buildings
More stronger and
More flexible
19. Strength - Techniques
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Moment Resisting frames.
Combinations of beams and columns ( Beams rigidly
connected to the columns).
Widely used in medium rise structures.
20. Strength - Techniques
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Braced frames
Structural system consists of diagonal; steel section
Primarily designed to resist wind and earthquake forces
Eccentric type of bracing is commonly used in seismic
regions
21. Strength - Techniques
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MD ABU HENA BASHIR, CEO , Planning Design & Implementation (PDI) - 01878715308
Shear walls
Vertical elements of horizontal force
resisting system
Generally used in high rise buildings
where seismic and wind forces are high
22. Types of Dampers
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Viscous damper
Hydraulic device – Dissipate the kinetic energy of seismic waves and cushion
the impact between structures
Well suited for heavy load bearing structures such as bridges buildings and mass
structures
23. Types of Dampers
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Tuned mass damper (TMD)
A device mounted in structures to reduce
the amplitude of seismic vibrations
24. Types of Dampers
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Friction damper
Consists of moving parts that will slide over each other during a strong
earthquake
These dampers allows building to move elastically and dissipate the energy of
Earthquake
25. Flexibility - Techniques
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Base Isolation
Detaching the super structure from sub structure –
Installing shock absorber or bearings between them
Best suitable for medium rise structures like public
buildings
26. Types of Bearings
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Rubber bearings
Made from layers of rubber with thin steel plate on
the top and bottom
27. Types of Bearings
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Friction pendulum bearings
Made from two horizontal steel plates that can
slide over each other because of their shape and an
additional articulated slider
28. Seismic Analysis
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MD ABU HENA BASHIR, CEO , Planning Design & Implementation (PDI) - 01878715308
Calculation of the response of a structure to earthquake
29. Different Seismic Analysis Method
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Seismic
Analysis
Static
Analysis
Dynamic
Analysis
Linear Static Analysis
Non – linear Static Analysis
Linear Dynamic Analysis
Non-linear Dynamic Analysis
30. Linear Static Analysis
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Equivalent static method
The design base shear for entire building calculated – Distributed
along the height of building
31. Non-linear Static Analysis
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Pushover analysis
Capacity or pushover curve – Total seismic force against deflection
32. Linear Dynamic Analysis
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Response spectrum method
Provides the maximum seismic response of structure – By measuring
the natural mode of vibration.
33. Non-linear Dynamic Analysis
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MD ABU HENA BASHIR, CEO , Planning Design & Implementation (PDI) -
01878715308
Time history analysis
Provides the structural response of the structure
with respect to ground motion records
34. Design Philosophy
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MD ABU HENA BASHIR, CEO , Planning Design & Implementation (PDI) - 01878715308
Earthquake
Intensity
Design description
Under minor
shaking
Main load carrying members should
not damage, other parts may sustain
repairable damage
Under moderate
shaking
Main load carrying members may
sustain repairable damage, other parts
may be replaced after damage
Under major
shaking
Main load carrying members may
sustain irreparable damage, but the
building should not collapse