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Results: 1-25 | 26-34 |
Results: 26-34/34
SIMPLE NUMERICAL-METHOD FOR SOLVING HORIZONTAL CIRCULAR CURVES
Authors: EASA SM
Citation: Sm. Easa, SIMPLE NUMERICAL-METHOD FOR SOLVING HORIZONTAL CIRCULAR CURVES, Journal of surveying engineering, 120(1), 1994, pp. 44-48
RELIABILITY-ANALYSIS OF OPEN DRAINAGE CHANNELS UNDER MULTIPLE FAILUREMODES
Authors: EASA SM
Citation: Sm. Easa, RELIABILITY-ANALYSIS OF OPEN DRAINAGE CHANNELS UNDER MULTIPLE FAILUREMODES, Journal of irrigation and drainage engineering, 120(6), 1994, pp. 1007-1024
PROBABILISTIC DESIGN OF OPEN DRAINAGE CHANNELS - CLOSURE
Authors: EASA SM
Citation: Sm. Easa, PROBABILISTIC DESIGN OF OPEN DRAINAGE CHANNELS - CLOSURE, Journal of irrigation and drainage engineering, 120(1), 1994, pp. 228-229
URBAN TRIP DISTRIBUTION IN PRACTICE .1. CONVENTIONAL ANALYSIS
Authors: EASA SM
Citation: Sm. Easa, URBAN TRIP DISTRIBUTION IN PRACTICE .1. CONVENTIONAL ANALYSIS, Journal of transportation engineering, 119(6), 1993, pp. 793-815
URBAN TRIP DISTRIBUTION IN PRACTICE .2. QUICK RESPONSE AND SPECIAL TOPICS
Authors: EASA SM
Citation: Sm. Easa, URBAN TRIP DISTRIBUTION IN PRACTICE .2. QUICK RESPONSE AND SPECIAL TOPICS, Journal of transportation engineering, 119(6), 1993, pp. 816-834
SMOOTH BOUNDARY APPROXIMATION FOR DIRECTLY COMPUTING IRREGULAR AREA
Authors: EASA SM
Citation: Sm. Easa, SMOOTH BOUNDARY APPROXIMATION FOR DIRECTLY COMPUTING IRREGULAR AREA, Journal of surveying engineering, 119(3), 1993, pp. 86-101
SOLVING CIRCULAR CURVE USING NEWTON-RAPHSON METHOD - DISCUSSION
Authors: EASA SM
Citation: Sm. Easa, SOLVING CIRCULAR CURVE USING NEWTON-RAPHSON METHOD - DISCUSSION, Journal of surveying engineering, 119(3), 1993, pp. 120-121
SHOULD VEHICLE 15-PERCENTILE SPEED BE USED IN RAILROAD GRADE CROSSINGDESIGN
Authors: EASA SM
Citation: Sm. Easa, SHOULD VEHICLE 15-PERCENTILE SPEED BE USED IN RAILROAD GRADE CROSSINGDESIGN, ITE journal, 63(8), 1993, pp. 37
EXACT PROBABILISTIC SOLUTION OF 2-PARAMETER BEARING CAPACITY FOR SHALLOW FOUNDATIONS - REPLY
Authors: EASA SM
Citation: Sm. Easa, EXACT PROBABILISTIC SOLUTION OF 2-PARAMETER BEARING CAPACITY FOR SHALLOW FOUNDATIONS - REPLY, Canadian geotechnical journal, 30(5), 1993, pp. 886-886
Risultati: 1-25 | 26-34 |