Optimum design of steel frames with ductility concept

By:

VARINDER Kumar

Material type: Text

TextPublication details: Ludhiana PAU 1991Edition: Civil EngineeringDescription: 97,17LSubject(s):

DDC classification:

T 624.182 V29O

Summary: Computer programs based on formalised stiffness method for rigid elastic frame analysis, elastic-plastic analysis and non linear analysis have been used for calculating stresses and deflections. Graphical method has been adopted for optimization. Feasible

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Holdings
Item type	Current library	Call number	Status	Date due	Barcode
Theses/ Dissertation	Mohinder Singh Randhawa Library	T 624.182 V29O (Browse shelf(Opens below))	Not for loan		187528
Theses/ Dissertation	Mohinder Singh Randhawa Library	T 624.182 V29O (Browse shelf(Opens below))	Not for loan		187529

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Computer programs based on formalised stiffness method for rigid elastic frame analysis, elastic-plastic analysis and non linear analysis have been used for calculating stresses and deflections. Graphical method has been adopted for optimization. Feasible

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