damaged wall inside anjar substation control building with
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Damaged wall inside Anjar substation control building with. Buildings located near steep slopes. Must be away from steep slopes for better resistance to forces. Buildings located on filled – up soil. Buildings located on filled – up soil should be provided. - PowerPoint PPT PresentationTRANSCRIPT
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Damaged wall insideAnjar substation control building with
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Buildings located nearsteep slopes. Must be away from steep slopes for better resistance to forces.
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Buildingslocated on filled – up soil
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Buildings located onfilled – up soil should be provided
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Addition of shear walls to decrease span of diaphragm
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Shape of Buildings
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The optimal (regular) seismic configuration
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Buildings with irregular configuration
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Buildings with abrupt changes in lateral resistance
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Buildings with abrupt changes in lateral stiffness
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Typical analytical diagram of earthquake forces
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For complicated configuration more than two axes may be used for analysis
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Earthquake forces on buildings
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Earthquake forces: The reality
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Earthquake forces acting on a large building
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Localized strength and stiffness
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Arrangement of shear walls and braced frames- not recommended.
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Arrangement of shear walls and braced frames recommended
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Arrangement of shear walls and braced frames recommended
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Diaphragm openings
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Buildings with offsets
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Damage to buildings with offsets
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Damage to buildings with offsets
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Re-entrant Corner
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Irregularity in masses
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Elastic and Plastic behavior of mild steel
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Response Spectra
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Beam Reinforcement
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Transverse Reinforcement in Column
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Column and Joint Detailing
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Beam Column Intersection
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Examplesof shallow foundations
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Common types of cast-in-place concrete piles: (a) Uncased pile; (b) Franki uncased-pedestal pile; (c) Franki cased-pedestal pile;
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Typical pile configurations
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Common types of earth retaining structures
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Common types of earth retaining structures