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100 1 $aStanwick, Paul Edmund$0473521
245 10$aPortraits of the Ptolemies :$bGreek kings as Egyptian pharaohs /$cPaul Edmund Stanwick
260   $aAustin :$bUniversity of Texas Press,$cc2002
300   $aXVIII, 236 p. :$bill. ;$c29 cm.
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101 0 $aeng
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181   $ctxt$2rdacontent
182   $cc$2rdamedia
183   $acr$2rdacarrier
200 10$aIn-plane behavior and design /$fby Wai-Fah Chen and Toshio Atsuta
205   $a1st ed.
210   $aFt. Lauderdale, Fla. $cJ. Ross Pub.$d2008
215   $a1 online resource (528 p.)
225 0 $aTheory of beam-columns ;$vv. 1
300   $aReprint. Originally published: New York: McGraw-Hill, 1976.
311 08$a1-932159-76-2 
320   $aIncludes bibliographical references and index.
327   $a""Cover ""; ""J. Ross Publishing Classics ""; ""Table of Contents ""; ""Chapter 1: Introduction ""; ""Chapter 2: Stress-Strain Relations ""; ""Chapter 3: Elastic Stability of Columns ""; ""Chapter 4: Special Topics in Elastic Stability of Columns ""; ""Chapter 5: Moment-Curvature Relations of Column Segments ""; ""Chapter 6: Plastic Buckling of Columns ""; ""Chapter 7: Analysis of Elastic and Plastic Beam-Columns ""; ""Chapter 8: Deflection Method for Plastic Beam-Columns ""; ""Chapter 9: Curvature Method for Plastic Beam-Columns  ""; ""Chapter 10: Curvature Method: Column Curvature Curves ""
327   $a""Chapter 11: Curvature Method Examples """"Chapter 12: Moment Method and Others for Plastic Beam-Columns ""; ""Chapter 13: Approximate Methods for Ultimate Strength of Beam-Columns ""; ""Chapter 14: Design of Columns and Beam-Columns ""; ""Chapter 15: Probabilistic Analysis of Column Strength ""; ""Answers to Some Selected Problems ""; ""Author Index ""; ""Subject Index ""
330   $aThis is the first volume of a two-volume work presentingthe basic theoretical principles, methods of analysis inobtaining the solutions of beam-columns, and developmentsof theories of biaxially loaded beam-columns, and to showhow these theories can be used in the solution ofpractical design problems. After presenting the basictheory the authors proceed to solutions of particularproblems. Both refined and simplified design procedures,along with their limitations, are presented. It is leftto the engineer to choose among them as he sees fit. Anunabridged J. Ross Publishing republication of theedition published by McGraw-Hill, Inc., New York, 1976,513pp.
606   $aStructural engineering
615  0$aStructural engineering.
700   $aChen$b Wai-Fah$043045
701   $aAtsuta$b Toshio$f1940-$043051
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