WATER UNDER THE BRIDGE A Response to Bingham , Heywood , and White AURELIO JOSE
نویسندگان
چکیده
ncreasingly, powerful computers and statistical packages now offer ~~ researchers a wide range of statistical analyses capable of handling large numbers of cases and variables. Along with this cornucopia of statistical possibilities, however, certain problems emerge. Foremost among these is the possibility that researchers will end up using statistical analyses with which they have little familiarity, such as with respect to underlying assumptions and functional limitations. The use of unfamiliar statistical packages and procedures may, in turn, lead to inappropriate statistical analyses and unwarranted conclusions. The resulting problems can be very serious indeed, especially when conclusions are relevant to public policies. A recent example of what we think is an all-too-common problem is the article, &dquo;Evaluating Schools and Teachers Based on Student Performance: Testing an Alternative Methodology,&dquo; by Bingham, Heywood, and White (1991), recently published in this journal. Although presented by Bingham et al. as a new method of determining the influence of teachers and schools on student achievement, the statistical methods actually employed by them result in conclusions that are almost certainly wrong and that could result in very bad policy decisions. Their analyses are inherently unable to provide reliable and valid results because of a failure to recognize the statistical limitations of the procedures they followed. Because it may not be immediately obvious to the entire readership of this journal how the particular
منابع مشابه
Constriction Scour In Pressurized Flow Condition (RESEARCH NOTE)
When depth of flow past a river bridge exceeds opening under the bridge, the flow under the bridge becomes pressurized. The water is directed downward and under the bridge deck, causing increase in velocity and shear stress on the bed thereby increasing bed scour. This is termed as Pressure Flow Scour. The present study investigates the phenomenon of pressure flow scour resulting from a submerg...
متن کاملEffect of Link Slab on Seismic Response of Two Span Straight and Skew Bridges
Highway bridges are frequently constructed as simple span structures with steel or concrete girders and a cast-in-place concrete deck, spanning from one pier to another. At each end of the simple span deck, a joint is provided for deck movement due to temperature, shrinkage, and creep. Bridge deck joints are expensive and pose many problems with regard to bridge maintenance. Elimination of deck...
متن کامل3D Numerical Study on Scouring Around Bridge Piers Under Unsteady Flow Condition
Local scouring around the bridges piers has always been considered as a problem, especially in rivers. If we do not take the necessary actions to avoid the occurrence of this phenomenon or to reduce its influence, then the bridge's piers will be destroyed. Placing the bridge piers' foundation far from the earth's surface will turn out in a plan which is not economic at all. Experimental studies...
متن کاملDevelopment of Average Model for Control of a Full Bridge PWM DC-DC Converter
This paper presents a detailed small-signal and transient analysis of a full bridge PWM DC-DC converter designed for high voltage, high power applications using an average model. The derived model is implemented in a typical system and used to produce the small-signal and transient characteristics of the converter. Results obtained in the analysis of the high voltage and high power design examp...
متن کاملInvestigating the effect of pseudo-static components on bridge structures under multiple support excitations using conditional simulated records
Long-span bridges, as vital structures, play a very important role in economic development. Furthermore, the results of several earthquake-damaged bridges showed that their seismic behavior was different from that predicted under uniform excitation and in some cases the responses were more than predicted results. Therefore, the damaged bridges under non-uniform excitations were re-analyzed and ...
متن کامل