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Table of contents of journal: *Engineering journal

Results: 1-25/120
AISC LRFD SPECIFICATION (1993) SUPPLEMENT NO 1
Citation: AISC LRFD SPECIFICATION (1993) SUPPLEMENT NO 1, Engineering journal, 35(3), 1998, pp. 1-9
K-FACTORS FOR UNBRACED FRAMES - ALIGNMENT CHART ACCURACY FOR PRACTICAL FRAME VARIATIONS
Authors: RODDIS WMK HAMID HA GUO CQ
Citation: Wmk. Roddis et al., K-FACTORS FOR UNBRACED FRAMES - ALIGNMENT CHART ACCURACY FOR PRACTICAL FRAME VARIATIONS, Engineering journal, 35(3), 1998, pp. 81-93
OPTIMAL STIFFNESS DESIGN TO LIMIT STATIC AND DYNAMIC WIND RESPONSES OF TALL STEEL BUILDINGS
Authors: CHAN CM
Citation: Cm. Chan, OPTIMAL STIFFNESS DESIGN TO LIMIT STATIC AND DYNAMIC WIND RESPONSES OF TALL STEEL BUILDINGS, Engineering journal, 35(3), 1998, pp. 94
THE ULTIMATE STRENGTH OF SYMMETRICAL BEAM BOLTED SPLICES
Authors: SHEIKHIBRAHIM FI FRANK KH
Citation: Fi. Sheikhibrahim et Kh. Frank, THE ULTIMATE STRENGTH OF SYMMETRICAL BEAM BOLTED SPLICES, Engineering journal, 35(3), 1998, pp. 106-118
DISCUSSION OF THE BEHAVIOR AND LOAD-CARRYING CAPACITY OF UNSTIFFENED SEATED BEAM CONNECTIONS (VOL 34, PG 153, 1997)
Authors: CARTER CJ THORNTON WA MURRAY TM
Citation: Cj. Carter et al., DISCUSSION OF THE BEHAVIOR AND LOAD-CARRYING CAPACITY OF UNSTIFFENED SEATED BEAM CONNECTIONS (VOL 34, PG 153, 1997), Engineering journal, 35(3), 1998, pp. 119-119
DESIGN TABLES FOR TOP-ANGLE AND SEAT-ANGLE WITH DOUBLE WEB-ANGLE CONNECTIONS (VOL 35, PG 62, 1998)
Authors: KIM Y CHEN WF
Citation: Y. Kim et Wf. Chen, DESIGN TABLES FOR TOP-ANGLE AND SEAT-ANGLE WITH DOUBLE WEB-ANGLE CONNECTIONS (VOL 35, PG 62, 1998), Engineering journal, 35(3), 1998, pp. 119-120
IMPROVED SHEAR-STRENGTH OF WEBS DESIGNED IN ACCORDANCE WITH THE LRFD SPECIFICATION - DISCUSSION
Authors: ELLIFRITT DS
Citation: Ds. Ellifritt, IMPROVED SHEAR-STRENGTH OF WEBS DESIGNED IN ACCORDANCE WITH THE LRFD SPECIFICATION - DISCUSSION, Engineering journal, 35(3), 1998, pp. 121-121
IMPROVED SHEAR-STRENGTH OF WEBS DESIGNED IN ACCORDANCE WITH THE LRFD SPECIFICATION - CLOSURE
Authors: BRADFORD MA
Citation: Ma. Bradford, IMPROVED SHEAR-STRENGTH OF WEBS DESIGNED IN ACCORDANCE WITH THE LRFD SPECIFICATION - CLOSURE, Engineering journal, 35(3), 1998, pp. 122-122
DESIGN OF CRANE RUNWAY BEAM WITH CHANNEL CAP
Authors: ELLIFRITT DS LUE DM
Citation: Ds. Ellifritt et Dm. Lue, DESIGN OF CRANE RUNWAY BEAM WITH CHANNEL CAP, Engineering journal, 35(2), 1998, pp. 41-49
DESIGN TABLES FOR TOP-ANGLE AND SEAT-ANGLE WITH DOUBLE WEB-ANGLE CONNECTIONS
Authors: KIM Y CHEN WF
Citation: Y. Kim et Wf. Chen, DESIGN TABLES FOR TOP-ANGLE AND SEAT-ANGLE WITH DOUBLE WEB-ANGLE CONNECTIONS, Engineering journal, 35(2), 1998, pp. 50-75
WEB SHEAR-STRENGTH OF FLEXURAL MEMBERS
Authors: SEGUI WT
Citation: Wt. Segui, WEB SHEAR-STRENGTH OF FLEXURAL MEMBERS, Engineering journal, 35(2), 1998, pp. 76-79
DISCUSSION OF A SUMMARY OF CHANGES AND DERIVATION OF LRFD BOLT DESIGNPROVISIONS (VOL 34, PG 39, 1997)
Authors: CARTER CJ TIDE RHR YURA JA
Citation: Cj. Carter et al., DISCUSSION OF A SUMMARY OF CHANGES AND DERIVATION OF LRFD BOLT DESIGNPROVISIONS (VOL 34, PG 39, 1997), Engineering journal, 35(2), 1998, pp. 80-80
PRACTICAL APPLICATION OF ENERGY METHODS TO STRUCTURAL STABILITY PROBLEMS (VOL 34, PG 133, 1997)
Authors: NAIR S
Citation: S. Nair, PRACTICAL APPLICATION OF ENERGY METHODS TO STRUCTURAL STABILITY PROBLEMS (VOL 34, PG 133, 1997), Engineering journal, 35(2), 1998, pp. 80-80
STEEL BUILT-UP GIRDERS WITH TRAPEZOIDALLY CORRUGATED WEBS
Authors: ELGAALY M SESHADRI A
Citation: M. Elgaaly et A. Seshadri, STEEL BUILT-UP GIRDERS WITH TRAPEZOIDALLY CORRUGATED WEBS, Engineering journal, 35(1), 1998, pp. 1-11
LIVE LOAD DISTRIBUTION IN INTEGRAL COMPOSITE STEEL BRIDGES
Authors: TABSH SW MOURAD S
Citation: Sw. Tabsh et S. Mourad, LIVE LOAD DISTRIBUTION IN INTEGRAL COMPOSITE STEEL BRIDGES, Engineering journal, 35(1), 1998, pp. 12-18
PRACTICAL COMPACTNESS AND BRACING PROVISIONS FOR THE DESIGN OF SINGLEANGLE BEAMS
Authors: EARLS CJ GALAMBOS TV
Citation: Cj. Earls et Tv. Galambos, PRACTICAL COMPACTNESS AND BRACING PROVISIONS FOR THE DESIGN OF SINGLEANGLE BEAMS, Engineering journal, 35(1), 1998, pp. 19-25
INTEGRITY OF STRUCTURAL-STEEL AFTER EXPOSURE TO FIRE
Authors: TIDE RHR
Citation: Rhr. Tide, INTEGRITY OF STRUCTURAL-STEEL AFTER EXPOSURE TO FIRE, Engineering journal, 35(1), 1998, pp. 26-38
A SUMMARY OF CHANGES AND DERIVATION OF LRFD BOLT DESIGN PROVISIONS
Authors: DUMONTEIL P
Citation: P. Dumonteil, A SUMMARY OF CHANGES AND DERIVATION OF LRFD BOLT DESIGN PROVISIONS, Engineering journal, 35(1), 1998, pp. 39-39
A SUMMARY OF CHANGES AND DERIVATION OF LRFD BOLT DESIGN PROVISIONS
Authors: BIREN J
Citation: J. Biren, A SUMMARY OF CHANGES AND DERIVATION OF LRFD BOLT DESIGN PROVISIONS, Engineering journal, 35(1), 1998, pp. 39-39
CLOSURE - A SUMMARY OF CHANGES AND DERIVATION OF LRFD BOLT DESIGN PROVISIONS
Authors: CARTER CJ
Citation: Cj. Carter, CLOSURE - A SUMMARY OF CHANGES AND DERIVATION OF LRFD BOLT DESIGN PROVISIONS, Engineering journal, 35(1), 1998, pp. 40-40
STEEL MOMENT FRAMES WITH DUCTILE GIRDER WEB OPENING
Authors: GOEL SC LEELATAVIWAT S STOJADINOVIC B
Citation: Sc. Goel et al., STEEL MOMENT FRAMES WITH DUCTILE GIRDER WEB OPENING, Engineering journal, 34(4), 1997, pp. 115-125
PRACTICAL APPLICATION OF ENERGY METHODS TO STRUCTURAL STABILITY PROBLEMS
Authors: NAIR RS
Citation: Rs. Nair, PRACTICAL APPLICATION OF ENERGY METHODS TO STRUCTURAL STABILITY PROBLEMS, Engineering journal, 34(4), 1997, pp. 126-134
LOW-RISE BUILDING WIND LOAD PROVISIONS - WHERE ARE WE AND WHERE DO WENEED TO GO
Authors: CHIU GLF PERRY DC
Citation: Glf. Chiu et Dc. Perry, LOW-RISE BUILDING WIND LOAD PROVISIONS - WHERE ARE WE AND WHERE DO WENEED TO GO, Engineering journal, 34(4), 1997, pp. 135-150
THE BEHAVIOR AND LOAD-CARRYING CAPACITY OF UNSTIFFENED SEATED BEAM CONNECTIONS - DISCUSSION
Authors: CARTER CJ THORNTON WF MURRAY TM
Citation: Cj. Carter et al., THE BEHAVIOR AND LOAD-CARRYING CAPACITY OF UNSTIFFENED SEATED BEAM CONNECTIONS - DISCUSSION, Engineering journal, 34(4), 1997, pp. 151-156
STRENGTHENING OF EXISTING COMPOSITE BEAMS USING LRFD PROCEDURES - CRITIQUE
Authors: WANANT S
Citation: S. Wanant, STRENGTHENING OF EXISTING COMPOSITE BEAMS USING LRFD PROCEDURES - CRITIQUE, Engineering journal, 34(4), 1997, pp. 157-158
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