Table Of Content

Annual Index First Quarter 1-40 Third Quarter 41-80 Second Quarter 81-124 Fourth Quarter 125-164 SUBJECT INDEX COMPOSITE DESIGN Optimal Design of Steel Frames to Enhance Overall Removal of Yield Stress Limitation for Composite Stability—S. Pezeshk and K. D. Hjelmstad.48 Tubular Columns—John R. Kenny, Donald A. Bruce and Reidar Bjorhovde.1 BEAMS Composite Semi-Rigid Construction— Local Buckling Rules for Rotation Capacity— Roberto T Leon.57 M. L. Daali and R. M. Korol.41 COLUMNS BRIDGES Column Base Plate Design Table— Ductility of Non-Compact Steel Bridge Beams— SurendraJ. Chhabra.12 Sami W. Tabsh, Ph.D., PE..21 The Accuracy of Column Stability Calculations in Unbraced Frames and the Influence of Columns with CONNECTIONS Effective Length Factors Less Than One— Geometric Properties of Hot-Rolled Steel Angles Jerome F Hajjar and Donald W White.81 Including the Effects of Toe Radii and Fillet— Discussion—Design of Pipe Column Base Plates Seshu Madhava Rao Adluri and Under Gravity Load—Michael Valley.109 Murty K. S. Madugula.68 Correction—Discussion of Design of Column Base Examination of Fillet Weld Strength— Plates Under Gravity Load—Thomas Sputo and Mark D. Bowman and Brian P. Quinn.98 Nestor R. Iwankiw.110 Discussion—Design of I-Beam to Box-Column Practical Approaches in Mill Building Columns Connections Stiffened Externally— Subjected to Heavy Crane Loads— Nestor R. Iwankiw, AISC.110 Kasi Bendapudi.125 Low-Cycle Fatigue Behavior of Semi-Rigid A Practical Approach to the Leaning Column— Top-and-Seat Angle Connections—John B. Mander, Louis F. Geschwindner.141 Stuart S. Chen, and Gokhan Pekcan.Ill FRAMES Geometrical and Mechanical Properties of LfU'ge Rolled Frame Response Considering Plastic Panel Steel Angles—Murty K. S. Madugula, Toshifumi Hinges—David J. Fielding, Ph.D., RE..31 Kojima, Yasuyuki Kajita, arul Michihiro Ohama.. 150 160 ENGINEERING JOURNAL / AMERICAN INSTITUTE OF STEEL CONSTRUCTION Annual Index First Quarter 1-40 Third Quarter 41-80 Second Quarter 81-124 Fourth Quarter 125-164 SUBJECT INDEX COMPOSITE DESIGN Optimal Design of Steel Frames to Enhance Overall Removal of Yield Stress Limitation for Composite Stability—S. Pezeshk and K. D. Hjelmstad.48 Tubular Columns—John R. Kenny, Donald A. Bruce and Reidar Bjorhovde.1 BEAMS Composite Semi-Rigid Construction— Local Buckling Rules for Rotation Capacity— Roberto T Leon.57 M. L. Daali and R. M. Korol.41 COLUMNS BRIDGES Column Base Plate Design Table— Ductility of Non-Compact Steel Bridge Beams— SurendraJ. Chhabra.12 Sami W. Tabsh, Ph.D., PE..21 The Accuracy of Column Stability Calculations in Unbraced Frames and the Influence of Columns with CONNECTIONS Effective Length Factors Less Than One— Geometric Properties of Hot-Rolled Steel Angles Jerome F Hajjar and Donald W White.81 Including the Effects of Toe Radii and Fillet— Discussion—Design of Pipe Column Base Plates Seshu Madhava Rao Adluri and Under Gravity Load—Michael Valley.109 Murty K. S. Madugula.68 Correction—Discussion of Design of Column Base Examination of Fillet Weld Strength— Plates Under Gravity Load—Thomas Sputo and Mark D. Bowman and Brian P. Quinn.98 Nestor R. Iwankiw.110 Discussion—Design of I-Beam to Box-Column Practical Approaches in Mill Building Columns Connections Stiffened Externally— Subjected to Heavy Crane Loads— Nestor R. Iwankiw, AISC.110 Kasi Bendapudi.125 Low-Cycle Fatigue Behavior of Semi-Rigid A Practical Approach to the Leaning Column— Top-and-Seat Angle Connections—John B. Mander, Louis F. Geschwindner.141 Stuart S. Chen, and Gokhan Pekcan.Ill FRAMES Geometrical and Mechanical Properties of LfU'ge Rolled Frame Response Considering Plastic Panel Steel Angles—Murty K. S. Madugula, Toshifumi Hinges—David J. Fielding, Ph.D., RE..31 Kojima, Yasuyuki Kajita, arul Michihiro Ohama.. 150 160 ENGINEERING JOURNAL / AMERICAN INSTITUTE OF STEEL CONSTRUCTION AUTHOR INDEX Adluri, Seshu Madhava Rao and Murty K. S. Madugula Kenny, John R., Donald A. Bruce and Reidar Bjorhovde Geometric Properties of Hot-Rolled Steel Angles Removal of Yield Stress Limitation for Composite Including the Effects of Toe Radii and Fillet.68 Tubular Columns. 1 Bruce, Donald A. Korol, R. M. See Kenny, John R.1 See Daali, M. L. 41 Bowman, Mark D. and Brian P. Quinn Leon, Roberto T. Examination of Fillet Weld Strength.98 Composite Semi-Rigid Construction. 57 Bjorhovde, Reidar See Kenny, John R.1 Madugula, Murty K. S., Toshifumi Kojima, Yasuyuki Kajita, and Michihiro Ohama Bendapudi, Kasi V. Geometrical and Mechanical Properties of Large Rolled Practical Approaches in Mill Building Columns Steel Angles. 150 Subjected to Heavy Crane Loads.125 See also Adluri, Seshu Madhava Rao. 68 Chen, Stuart S. Mander, John B., Stuart S. Chen, and Gokhan Pekcan See Mander, John B.Ill Low-Cycle Fatigue Behavior of Semi-Rigid Chhabra, Surendra J. Top-and-Seat Angle Connections.Ill Column Base Plate Design Table.12 Ohama, Michihiro Daali, M. L. and R. M. Korol See Madugula, Murty K. S. 150 Local Buckling Rules for Rotation Capacity.41 Pekcan, Gokhan Fielding, David J., Ph.D., RE. See Mander, John B.Ill Frame Response Considering Plastic Panel Hinges ... 31 Geschwindner, Louis F Pezeshk, S. and K. D. Hjelmstad A Practical Approach to the Leaning Colunui.141 Optimal Design of Steel Frames to Enhance Overall Stability. 48 Hajjar, Jerome F. and Donald W. White The Accuracy of Column Stability Calculations in Quinn, Brian P. Unbraced Frames and the Influence of Columns See Bowman, Mark D. 98 with Effective Length Factors Less Than One.81 Sputo, Thomas and Nestor R. Iwankiw Hjemstad, K. D. Correction—Discussion of Design of Column Base See Pezeshk, S.48 Plates Under Gravity Load.110 Iwankiw, Nestor R., AISC Tabsh, Sami W, Ph.D., PE. Discussion—Design of I-Beam to Box-Column Ductility of Non-Compact Steel Bridge Beams. 21 Connections Stiffened Externally.110 See also Sputo, Thomas.110 Valley, Michael Kajita, Yasuyuki Discussion—Design of Pipe Colunm Base Plates Under See Madugula, Murty K. S.150 Gravity Load. 109 Kojima, Toshifumi White, Donald W. See Madugula, Murty K. S.150 See Hajjar, Jerome F.. 81 FOURTH QUARTER /1994 161