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Structural Control
Systems
By:
Vineet Kothari
Assistant Professor
Civil Engineering Department
Introduction
Ductile Concrete Moment
Resisting Frame Structure
(Parking Garage) that collapsed
during Northridge Earthquake
•Tremendous deformation Capacity in the Peripheral Columns
( Not Sufficiently Detailed to accommodate large Inelastic Deformations Demand…)
• So it is utmost important to have good and efficient structural control system.
Dynamic Forces
SEISMIC WIND
Mass Lower Mass Higher
Stiffness Higher Stiffness Higher
Damping Higher Damping Higher
WIND RESISTANT DESIGN
• Excitation is an applied Pressure or Force on the Facade
• Loading is Dynamic but Response is nearly Static for most Structures
• Structures deforms due to Applied force
• Deformations are monotonic (unidirectional)
• Structure is Designed to respond Elastically under Factored Loads
• The controlling Life Safety limit state is STRENGTH
EARTHQUAKE RESISTANT DESIGN
• Excitation is an Applied Displacement at the Base
• Loading and Response are Truly Dynamic
• Structural Systems deforms as a result of Inertial Forces
• Structure is designed to respond Inelastically under Factored Loads
• Controlling Life Safety limit is DEFORMABILITY
• Enough Strength is provided to ensure that Inelastic deformation demands do
not exceed deformation Capacity.
Structural Control Systems
• Energy absorption or dissipation devices
• by increasing stiffness (absorption)
• by improving dynamic performance (dissipation)
Methods to improve seismic response
conventional methods
1.Shear wall
2.Bracings Systems
3.Dual system
Structural Control Systems
Modern methods
1. Passive control systems
2. Active Control systems
3. Semi-active control systems
4. Hybrid control systems
Modern Methods
Base Isolation
• Introduces Flexibility in building
• Building is rested on flexible pads
• When earthquake strikes building does
not move
• It is suitable for hard soil only
Types of Base Isolator
Elastomeric and Lead Rubber Bearing
• Frequently used for base isolation
• Made of rubber sandwiched together within steel
• Very stiff and strong in vertical direction
• Flexible in horizontal direction
Types of Base Isolator
Spherical Sliding Isolation
• It uses bearing pads that have a curved surface and low
friction materials similar to Teflon
• During earthquake building is free to slide both
horizontally and vertically
• It returns to its original position as earthquake stops
Base Isolation
Most
Effective
Least
Effective
• Structure with Stiff Soil
• Structure with Low Fundamental Period
(Low Rise Buildings)
• Structure with Soft Soil
• Structure with High Fundamental Period
(High Rise Buildings)
Passive Energy Dissipation Devices
Passive energy Dissipation Devices
Viscous Fluid Damper
Visco-Elastic Damper
Metallic Damper
Tuned Mass Damper
Friction Damper
Viscous Fluid Damper
Visco-Elastic DamperEnergy Dissipation takes place due to shear deformation of material Sandwiched between
Steel Plates.
Friction Damper• Friction provides Excellent mechanisms for Energy Dissipation and has
been used from many years in automotive Brakes to dissipate KineticEnergy of Motion.
• The friction damper consists of diagonal brace elements with a friction interface at
their intersection point, which are connected together by horizontal and vertical link
elements.
• These link arms ensure that when the load is applied to a device via the braces is
sufficient to initiate slip on tension diagonal, then compression diagonal will also slip
an equal amount in opposite direction.
• The friction resistance of the device requires a normal force on the sliding interface,
and this is achieved through a bolt at the intersection of the diagonal arms.
Metallic DamperDissipation of energy input to a structure from an earthquake is through inelastic deformation of metals.
Metallic Damper
Thank YOU