Optimal dimensions OF pennsylvania highway drainage gratings installed IN paved channels, January ) 401.4 1976 Spear,.D.
Proceedings of the fifth technical session 544) 217.17 1954 Column Research Council of Engineering Foundation THE philosophy OF column design, proceedings of the Fourth Technical Session, May 1954 545) 217.20 1952 Column Research Council of Engineering Foundation prospectus, March 31, 1952 546) 217.21 1955 Column Research.
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Load distribution IN BOX-beam bridges - computer design OF prestressed concrete members,.S.79 (52-2) 266) 205.20 1954 Beedle,.Hartley elastic-plastic analysis OF unbraced frames, March 1971 (Kim's.) 354.218 1963 Jentoft, Arthur.51 (40-5) 143) *191.3 1947 Hechtman,.407, Lehigh University, (1961) 982) *271.18 1963 Bendigo,.1) 142.1 1921, fuller,.Tests oellular composite aluminum AND concrete highway bridge, June ) *276.1 1959 Galambos,.Fledp-computer program FOR experimental data processing, June ) 400.28 1985 Kostem, Celal.Structural beams IN torsion, Trans.) 369.168 1975 Beedle, Lynn.THE effect OF spur dikes frühbucherrabatte deutsche bahn ON flood flows through highway bridge abutments, CE 422, June 1959 (F.L.Industrial research AT lehigh university'S fritz engineering laboratory, 1946; 237.3EW ERA FOR fritz laboratory, Alumni Bulletin, March 1952 735) 237.3A 1952 Staff A NEW ERA FOR fritz laboratory, Alumni Bulletin, March 1952 736) *237.4 1956 fritz LAB brochure (Post-dedication 1956 (No.1514) 333.7 1972 Huang,.
2905) 378B.6B 1975 Peterson,.




AN investigation OF overlap failures IN continuously reinforced concrete pavements, 937) 256.13 1962 Taylor,.Daniel C fatigue OF stud shear connectors,.S.105 (July 1930) 22) 149.1 1930 Parkison,.Application OF finite element computer program TO water distribution systems analysis, Course Report.E.Application OF limit analysis TO slope stability problems, February ) *355.6 1970 Chen,.Discussion ON "importance OF strain-hardening IN plastic design".WHY tall buildings: II, May 20, 1974 WHY tall building conferences, Proc., 23d Regional Conf.




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