BALL, JE 1985, 'AN ALGORITHM FOR ROUTING UNSTEADY FLOWS IN URBAN DRAINAGE NETWORKS', JOURNAL OF HYDRAULIC RESEARCH, vol. 23, no. 4, pp. 327-341.
View/Download from: Publisher's site
BRAUN, RM & DOWNING, BJ 1985, 'INJECTION-LOCK BANDWIDTH EXTENSION BY CONTROL MODULATION AND CURRENT HUMP SLOPE DETECTION', ELECTRONICS LETTERS, vol. 21, no. 13, pp. 564-566.
View/Download from: Publisher's site
View description>>
NA
Miyanaga, Y, Nagai, N & Miki, N 1985, 'ARMA digital lattice filter with white gaussian input', Electronics and Communications in Japan (Part I: Communications), vol. 68, no. 8, pp. 29-37.
View/Download from: Publisher's site
View description>>
AbstractThis paper presents a new synthesis method for ARMA digital lattice filters. These filters are obtained by a fast algorithm for estimation of ARMA parameters. Some fast algorithms for such estimation have already been proposed in which approximation models are derived using the input and output signals and can be applied to arbitrary input signals. Among these methods, the Mullis‐Roberts algorithm estimates the parameters by the autocorrelation coefficients and impulse response of observed signals. The method is similar to the parameter estimation using white Gaussian process for the input signals. Though the Mullin‐Roberts algorithm can estimate the parameters with less calculation cost than other algorithms, it is not suitable for designing different orders of the AR and MA parts. The fast algorithm proposed in this paper estimates the parameters with the same calculation cost as in the Mullis‐Roberts algorithm when the input signal is restricted to a white Gaussian process and obtains the ARMA parameters as the AR and MA orders are independently increased.The new ARMA lattice filter is synthesized by three prediction errors defined in the new algorithm and consists of a simpler structure than the usual filters of this type. By processing time series signals using the algorithm and the lattice filter, we show the feasibility of estimating the minimum realization for an ARMA model.
Moses, RG, Colagiuri, S & Shannon, AG 1985, 'Effectiveness of mass screening for diabetes mellitus using random capillary blood glucose measurements', Medical Journal of Australia, vol. 143, no. 12-13, pp. 544-546.
View/Download from: Publisher's site
View description>>
The results of 23,228 fingerprick capillary blood glucose tests (the taking of which was coordinates by the Diabetic Association of New South Wales) were reviewed. All non-diabetic persons (n = 860) with a blood glucose result of greater than or equal to 8.0 mmol/L were surveyed and 459 responded (53.4%). The responders were typical of the surveyed group with respect to age and capillary blood glucose level. Sixty-four new cases of diabetes were detected, representing 15.8% of the replies from persons who were not known to have diabetes and 0.28% of the total number of persons screened.
SEKHON, JG & SHANNON, AG 1985, 'Mathematical Education of Engineers: an Australian perspective', European Journal of Engineering Education, vol. 10, no. 3-4, pp. 295-303.
View/Download from: Publisher's site
View description>>
A series of surveys provide the basis for comments on the mathematical education of engineers in Australia. The respondents were graduates and employers. This paper summarises their views and contrasts undergraduate and postgraduate courses. The former tend to be traditional and structured. There is a need for more course work with the latter with more emphasis on mathematical modelling. Desirable professional attributes which should come from education with mathematics rather than mere training in mathematics are listed as they are seen in the milieu of the market place. © 1985, Taylor & Francis Group, LLC. All rights reserved.
Vigneswaran, S & Aim, RB 1985, 'The influence of suspended particle size distribution in deep‐bed filtration', AIChE Journal, vol. 31, no. 2, pp. 321-324.
View/Download from: Publisher's site
Vigneswaran, S & Visvanathan, C 1985, 'Mathematical modelling of mobile bed filtration with contact flocculation - filtration arrangement', Effluent & Water Treatment Journal, vol. 25, no. 9, pp. 309-314.
View description>>
Mathematical formulation of suspended solids removal in contact-flocculation filtration is complex since both flocculation and suspended solids removal occur within the filter bed itself. In this study, a mathematical formulation based on O'Melia and Alis' model was developed for contact flocculation-filtration incorporating the flocculation phenomena in ideal conditions. This model was then extended to mobile bed filtration with contact flocculation-filtration arrangement and verified with laboratory-scale mobile bed filter experimental results obtained.
Vigneswaran, S, Thiyagaram, M & Aim, RB 1985, 'Mathematical modeling of radial flow filtration and its application to groundwater recharge problems', AIChE Journal, vol. 31, no. 11, pp. 1929-1933.
View/Download from: Publisher's site
Watanabe, H, Miyanaga, Y, Miki, N & Nagai, N 1985, 'Arma spectral approximation methods with weighting functions', Electronics and Communications in Japan (Part I: Communications), vol. 68, no. 4, pp. 27-35.
View/Download from: Publisher's site
View description>>
AbstractThis paper presents an approximation method of the ARMA model using frequency weighting functions that are represented by the ARMA models. The parameters of the approximate ARMA model are calculated with the order update recursion. By selecting the weighting function appropriately, the spectral approximation method weighted the polezero frequency of the original model can be obtained. The relation between the proposed approximation method and the spectral distance measures is also considered. The behavior of the proposed method is illustrated by simulation results.
Bakoss, SL, Burfitt, A, Cridland, L & Heiman, JL 1970, 'MEASURED AND PREDICTED LONG-TERM DEFORMATIONS IN A TALL CONCRETE BUILDING.', Publication SP - American Concrete Institute, pp. 63-94.
View description>>
A 120m tall building incorporating both in-situ and precast post-tensioned concrete components was instrumented to observe some aspects of its structural behaviour. The instrumentation includes embedded and surface strain and temperature transducers, survey reference points, wind pressure tappings, and anemometers above the roof of the building to measure wind characteristics. The paper describes the strain and deformation instrumentation and method of data acquisition. The measured long-term vertical strains and deformations in one of the columns are presented and are compared with values predicted by two methods which are suitable for use by designers. Reference is made to the results of an extensive materials testing programme the results of which enabled the assessment of methods of prediction for the long-term creep and shrinkage properties of the concrete.
Ball, JE 1970, 'ROUTING OF UNSTEADY FLOWS IN URBAN DRAINAGE NETWORKS.', National Conference Publication - Institution of Engineers, Australia, pp. 146-150.
View description>>
Flow in an urban drainage network is generally unsteady. Analysis of such flows therefore requires the solution of the unsteady flow (Saint Venant) equations. Among the numerical techniques which have been developed for the analysis of unsteady flows is the four-point implicit finite difference scheme commonly referred to as the Amein scheme. Use of the Amein scheme requires the solution of C multiplied by DELTA v equals minus R where C is a large sparse matrix and DELTA v and R are n multiplied by 1 column vectors. The algorithm proposed herein uses the properties of the drainage network to develop an efficient solution of C multiplied by DELTA v equals minus R based upon the partitioning and decomposition of the coefficient matrix C. An example urban drainage network is analysed showing the use of the proposed solution algorithm.
Bone, D, Bachor, HA & Sandeman, RJ 1970, 'Spectral line interferometry of a laser produced Ba plasma', 15th AINSE Plasma Physics Conference.
Melchers, RE & Stewart, MG 1970, 'DATA-BASED MODELS FOR HUMAN ERROR IN DESIGN.', pp. 51-60.
View description>>
To predict the reliability of structures it is necessary to make reasonable allowances in the assessment for the influence of human error in the design, construction and use of the structure. The present paper deals with an attempt to model mathematically the human errors introduced into the structural design process and the effect they may have on structural safety. Preliminary data collection for use in the model is reported, and an outline of the model being developed is given.
Roper, H, Kirkby, GA & Baweja, D 1970, 'DURABILITY - A QUANTITATIVE APPROACH.', National Conference Publication - Institution of Engineers, Australia, pp. 32-35.
View description>>
Durability of concrete structures is, despite considerable interest, as yet ill-defined. Methods of classification and quantification of durability of concrete members have recently been outlined in a series of co-authored papers. The application of such methods to structures is outlined. The accumulation of data requires the use of a computer, and methods of transferring data from photographic or television images to storage is discussed. The data is then available for computations, which relate types of deterioration effects to reinforcement and other details. Statistical procedures are introduced to systematise the data, and to permit comparisons to be made between structural members, within the same structure or between structures. The approach should, if successfully applied, allow better measurements of durability to be made, and hence improve techniques of predicting performance, making comparisons between materials and systems, assessing repair procedures and estimating repair costs.
