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Seismic Analysis of 3-D Building Frame with Masonry Infill and Steel Bracings as Lateral Load Resisting Systems

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TextLanguage: English Publication details: 2012Subject(s):

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Holdings
Item type	Current library	Collection	Call number	URL	Status	Barcode
Institutional repository	Central Library Central Library	CE	CPCE12-560 (Browse shelf(Opens below))	Link to resource	Available	IR560

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Previous	CPCE09-890 Performance of Rc Frame with and without Shear Wall Subjected to Earthquake Load	CPCE10-892 Effect of Shear wall and Steel bracing as lateral load resisting system on a ten storey building	CPCE10-905 Uniaxial compressive strength of laterite masonry prisms- an evaluation	CPCE12-560 Seismic Analysis of 3-D Building Frame with Masonry Infill and Steel Bracings as Lateral Load Resisting Systems	CPCE12-561 Analytical study on behavior of External Shear Wall and Internal Shear Wall as lateral load resisting systems for retrofitting a ten storey building frame	CPCE12-895 Behaviour Of 3-Dimensional Building Frames with Steel Bracings as Lateral Load Resisting Systems Subjected to Seismic Load	CPCE12-903 Utilization of recycled concrete aggregates in SCC for sustainable Development	Next

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