EQ RESISTANCE

63
EARTHQUAKE RESISTANCE OF LOAD BEARING STRUCTURES

Transcript of EQ RESISTANCE

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EARTHQUAKE RESISTANCE OF LOAD BEARING STRUCTURES

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2005 NPEEE Earthquake Design Concept : Lecture 5: Earthquake Load on Simple

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2005 NPEEE Earthquake Design Concept : Lecture 5: Earthquake Load on Simple

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2005 NPEEE Earthquake Design Concept : Lecture 6: Seismic Design Philosophy &

Code Requirement13/16

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2005 NPEEE Earthquake Design Concept : Lecture 10: Earthen & Stone Wall Building 14/23

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2005 NPEEE Earthquake Design Concept : Lecture 10: Earthen & Stone Wall Building 15/23

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Non-engineered constructions… mere death traps

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2005 NPEEE Earthquake Design Concept : Lecture 10: Earthen & Stone Wall Building 18/23

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2005 NPEEE Earthquake Design Concept : Lecture 10: Earthen & Stone Wall Building 20/23

64 x 23x23/400 = 84.64 cm.

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8 x 30 = 240 cm

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two courses of burnt brick instead of adobe for resting of roof structure

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2005 NPEEE Earthquake Design Concept : Lecture 11: Load Bearing Masonry

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Damage due to inadequate connection between the wall

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2005 NPEEE Earthquake Design Concept : Lecture 11: Load Bearing Masonry

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Mangalore tiles roof with out gable bend (BHUJ)

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2005 NPEEE Earthquake Design Concept : Lecture 11: Load Bearing Masonry

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Thick wall with small size rubble & no THROUGH _ STONE

Splitting of walls

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2005 NPEEE Earthquake Design Concept : Lecture 11: Load Bearing Masonry

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Lack of Structural Integrity….

Lack of proper connections capable of withstanding compression and tension forces between various building

components

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2005 NPEEE Earthquake Design Concept : Lecture 11: Load Bearing Masonry

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Out-of-plane Wall Weaknesses…..

Out-of-plane failures …………..•Due to inadequate wall-diaphragm anchorage & instability of

slender walls• Dynamic instability of long unsupported walls such as gable end

walls.

Separation of WythesGable & Cross Walls

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• Loss of support for roof trusses and joists

Collapse of wall supporting roof structure

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•make slender piers undergo bending instead of rocking•resist horizontal E.Q. forces•Delay X cracking•Protect wall from sliding and collapsing

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BHUJ EARTH QUAKE

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•overall shape and size of building•distribution of mass and horizontal lateral load

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(L,T,E,Y shapes)

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conclude...

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NPEEE- VERNACULARR STRUCTURAL SYSTEMSLEARNING EARTHQUAKE DESIGN AND STRUCTURE - C.V.R MURTHY, IIT KANPUR.

BIBILOGRAPHY-

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AKANKSHA BALPANDE 1205GEETA GUJARATHI 1220SHREYA MAHAJAN 1235

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