Citation: Mda. Thomas et al., DEVELOPMENT AND FIELD APPLICATIONS OF SILICA FUME CONCRETE IN CANADA - A RETROSPECTIVE, Canadian journal of civil engineering (Print), 25(3), 1998, pp. 391-400
Citation: Mg. Battikha et Ad. Russell, CONSTRUCTION QUALITY MANAGEMENT - PRESENT AND FUTURE, Canadian journal of civil engineering (Print), 25(3), 1998, pp. 401-411
Citation: Hw. Shenton et al., STIFFNESS AND ENERGY DEGRADATION OF WOOD FRAME SHEAR WALLS, Canadian journal of civil engineering (Print), 25(3), 1998, pp. 412-423
Citation: Pwm. Tam et Pbg. Dissanayake, CONSTRUCTION PROJECT SCHEDULING BY RANKED POSITIONAL WEIGHT METHOD, Canadian journal of civil engineering (Print), 25(3), 1998, pp. 424-436
Citation: Re. Loov, REVIEW OF A23.3-94 SIMPLIFIED METHOD OF SHEAR DESIGN AND COMPARISON WITH RESULTS USING SHEAR FRICTION, Canadian journal of civil engineering (Print), 25(3), 1998, pp. 437-450
Citation: Ag. Sherif et Wh. Dilger, ANALYSIS AND DEFLECTIONS OF REINFORCED-CONCRETE FLAT SLABS, Canadian journal of civil engineering (Print), 25(3), 1998, pp. 451-466
Citation: Wh. Hager et F. Blaser, DRAWDOWN CURVE AND INCIPIENT AERATION FOR CHUTE FLOW, Canadian journal of civil engineering (Print), 25(3), 1998, pp. 467-473
Citation: Ag. Sherif et Wh. Dilger, CRITICAL-REVIEW OF CSA A23.3-94 DEFLECTION PREDICTION FOR NORMAL AND HIGH-STRENGTH CONCRETE BEAMS, Canadian journal of civil engineering (Print), 25(3), 1998, pp. 474-489
Citation: Dm. Abraham et Dw. Halpin, SIMULATION OF THE CONSTRUCTION OF CABLE-STAYED BRIDGES, Canadian journal of civil engineering (Print), 25(3), 1998, pp. 490-499
Citation: Y. Hassan et al., STATE-OF-THE-ART OF 3-DIMENSIONAL HIGHWAY GEOMETRIC DESIGN, Canadian journal of civil engineering (Print), 25(3), 1998, pp. 500-511
Citation: Bf. Sparling et Ag. Davenport, 3-DIMENSIONAL DYNAMIC-RESPONSE OF GUYED TOWERS TO WIND TURBULENCE, Canadian journal of civil engineering (Print), 25(3), 1998, pp. 512-525
Citation: Ef. Elsalakawy et al., SLAB-COLUMN EDGE CONNECTIONS SUBJECTED TO HIGH MOMENTS, Canadian journal of civil engineering (Print), 25(3), 1998, pp. 526-538
Citation: M. He et al., INFLUENCE OF CYCLIC TEST PROTOCOLS ON PERFORMANCE OF WOOD-BASED SHEARWALLS, Canadian journal of civil engineering (Print), 25(3), 1998, pp. 539-550
Citation: Sj. Desouza et al., A FIELD-TEST FOR EVALUATING HIGH-PERFORMANCE CONCRETE COVERCRETE QUALITY, Canadian journal of civil engineering (Print), 25(3), 1998, pp. 551-556
Citation: A. Azarnejad et Tm. Hrudey, A NUMERICAL STUDY OF THERMAL ICE LOADS ON STRUCTURES, Canadian journal of civil engineering (Print), 25(3), 1998, pp. 557-568
Citation: Mc. Temple et Sss. Sakla, SINGLE-ANGLE COMPRESSION MEMBERS WELDED BY ONE LEG TO A GUSSET PLATE - I - EXPERIMENTAL-STUDY, Canadian journal of civil engineering (Print), 25(3), 1998, pp. 569-584
Citation: Mc. Temple et Sss. Sakla, SINGLE-ANGLE COMPRESSION MEMBERS WELDED BY ONE LEG TO A GUSSET PLATE - II - A PARAMETRIC STUDY AND DESIGN EQUATION, Canadian journal of civil engineering (Print), 25(3), 1998, pp. 585-594
Citation: T. Hegazy et al., TOWARDS EFFECTIVE DESIGN COORDINATION - A QUESTIONNAIRE SURVEY, Canadian journal of civil engineering (Print), 25(3), 1998, pp. 595-603
Citation: Sm. Abourizk et D. Hajjar, A FRAMEWORK FOR APPLYING SIMULATION IN CONSTRUCTION, Canadian journal of civil engineering (Print), 25(3), 1998, pp. 604-617
Citation: Mt. Obaidat et al., A STEREOMETRIC KNOWLEDGE-BASED SYSTEM FOR MAINTENANCE OF STREET NETWORKS, Canadian journal of civil engineering (Print), 25(2), 1998, pp. 220-231
Citation: Jl. Robert et al., USE OF THE MIXING LENGTH CONCEPT TO CORRECTLY REPRODUCE VELOCITY PROFILES OF TURBULENT FLOWS, Canadian journal of civil engineering (Print), 25(2), 1998, pp. 232-240
Citation: Hp. Hong, APPLICATION OF POLYNOMIAL TRANSFORMATION TO NORMALITY IN STRUCTURAL RELIABILITY-ANALYSIS, Canadian journal of civil engineering (Print), 25(2), 1998, pp. 241-249
Citation: D. Caissie et al., STOCHASTIC MODELING OF WATER TEMPERATURES IN A SMALL STREAM USING AIR-TO-WATER RELATIONS, Canadian journal of civil engineering (Print), 25(2), 1998, pp. 250-260