000068189 000__ 01191cam\a2200325W1\4500
000068189 001__ 68189
000068189 005__ 20210513024813.0
000068189 008__ 830511s1982\\\\dcua\\\\\b\\\f00010\eng\d
000068189 035__ $$a(OCoLC)ocm09500255
000068189 035__ $$a00073552
000068189 035__ $$9AAG9940SI
000068189 035__ $$a68189
000068189 040__ $$aGPO$$cGPO$$dISE
000068189 043__ $$an-us---
000068189 049__ $$aISEA
000068189 074__ $$a1051-H-11 (microfiche)
000068189 0860_ $$aY 3.N 88:25/2920
000068189 088__ $$aNUREG/CR-2920
000068189 090__ $$aTK9211$$b.J3
000068189 099__ $$aTK9211 .J3
000068189 1001_ $$aJau, W. C.
000068189 24510 $$aBehavior of reinforced concrete slabs subjected to combined punching shear and biaxial tension /$$cprepared by W.C. Jau, R.N. White, P. Gergely ; prepared for Division of Engineering Technology, Office of Nuclear Regulatory Research, U.S. Nuclear Regulatory Commission.
000068189 260__ $$aWashington, D.C. :$$bThe Commission,$$c1982.
000068189 300__ $$aviii, 93 p. :$$bill, ;$$c28 cm.
000068189 500__ $$a"Date published: September 1982."
000068189 504__ $$aIncludes bibliographical references.
000068189 650_0 $$aStress concentration.
000068189 650_0 $$aNuclear reactors$$zUnited States$$xContainment.
000068189 650_0 $$aConcrete slabs.
000068189 85200 $$bgen$$hTK9211 .J3
000068189 909CO $$ooai:library.usi.edu:68189$$pGLOBAL_SET
000068189 966__ $$c 1$$lUSIGEN$$mBKGEN$$sTK9211 .J3$$xISEA$$z090$$b39203008976701
000068189 980__ $$aBIB
000068189 980__ $$aBOOK