...- tion of a distribution of relative momentcapacity M & ) aroundthe frame. Nevertheless, collapse methods are powerful and can lead to rapid estimates of Written discussion closes 15 May, 1980, for publication in Proceedings, Part 2. * Department of Civil Engineering, Monash University. 157 MELCHERS...

...RE MELCHERS MONASH UNIVERSITY INFLUENCE STRUCTURAL METHODS INDUSTRIES SAFETY POLICIES ECONOMICS PROBABILITY CONTROL ENGINEERING ORGANISATION CIVIL ENGINEERING MODELS QUALITY DATA COSTS ERRORS PROCESS FAILURES SYSTEMS MANAGEMENT PROJECTS RESEARCH EFFICIENCY...

...D I BLOCKLEY; R E MELCHERS © Thomas Telford and ICE 1976 MONASH UNIVERSITY PREDICTION ACCIDENTS PROBABILISTIC MATHEMATICS INTERSECTIONS PROBABILITY FAILURES DESIGN STRUCTURAL ANALYSIS SAFETY SOFT Proc. Instn Civ. Engrs, Part 2, 1976, 61, June, 437-441 7825 DISCUSSION...

...GST ARMER; AE LONG; D BOND; BDV BATCHELOR; DE CHARRETT; HILLERBORG; PY TONG; RE MELCHERS © Thomas Telford and ICE 1969 QUEENS UNIVERSITY KINGSTON MONASH UNIVERSITY QUEENS UNIVERSITY BELFAST ULTIMATE SLABS METHODS COMPRESSIVE HILLERBORG LOADS DESIGN EXPERIMENTAL MEMBRANES...

... it isof considerableinterest. On economic grounds adesign office should have the smallest possible computer consistent with the problems it is going to tackle. The Authors do not,however, indicate how small is small. At Monash University the fist computer purchased was a Ferranti Sirius of only 4000 words...

...N W MURRAY © Thomas Telford and ICE 1961 MONASH UNIVERSITY DESIGN METHODS AXISYMMETRIC SHELLS ROOFS EQUATIONS THICKNESS SOLUTIONS NUMERICAL INTEGRATION SIMULTANEOUS SPHERICAL UNIFORM EXTERNAL PRESSURE MEMBRANES HOMOGENEOUS EDGES CONDITIONS VARIABLE PARABOLOIDS...