NONLINEAR QUASI-STATIC ANALYSIS OF TWO-DIMENSIONAL CONCRETE STRUCTURES. PART I : THEORY. PART II: COMPUTER PROGRAM MANUAL
- Author
- Rashid, Y. R
- Published
- United States : [publisher not identified], 1970.
[Oak Ridge, Tennessee] : [U.S. Atomic Energy Commission], 1970. - Physical Description
- microfiche : negative ; 11 x 15 cm
- Report Numbers
- GA-9994
- Other Subject(s)
- Computer programs/safe-crack, for nonlinear analysis of concrete structures
- Computers
- Concretes
- Concretes/response of structures of, to strain, stress, and time varying loading, analytical method for analysis of.
- Failures
- Mechanical structures
- N24200 -engineering-facilities & equipment
- N24500 -engineering-materials testing
- N30330 - metals, ceramics, & other materials-plastics & other materials-properties evaluations
- N38700 -reactor components, fuels & accessories
- Nonlinear problems
- Pressure vessels
- Pressure vessels/response to loading of prestressed concrete, analytical method for analysis of ultimate
- Programming
- Strain
- Stresses
- Structures/response to loading of two-dimensional concrete, nonlinear quasi-static analysis of.
- Thermal stresses
- Variations
- Collection
- U.S. Atomic Energy Commission depository collection.
- Note
- DOE contract number: W-7405-ENG-26; SUBCONTRACT 2848
NSA number: NSA-25-008392
OSTI Identifier 4080563
Research organization: Gulf General Atomic, Inc., San Diego, CA (United States).
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