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Evaluating the Architectural Design Quality of Object-Oriented Software |
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Principal Investigator: |
James Bieman, Associate Professor |
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Collaborating Companies: |
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Company Representative: |
Ernie Sandovall |
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We will develop techniques to evaluate the quality of the architectural designs of object-oriented software systems. Our focus is on identifying design structures and patterns that will make the software easier to adapt and test. We will develop our techniques through design pattern recognition and measurement, and an examination of a specific software system developed by the collaborating company. We will also develop and evaluate methods for reconstructing software architectural designs from implementations, based, in part, on design-pattern recognition. |
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Software-Based Simulator for Carrier Interference Multiple Access (CIMA) |
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Principal Investigator: |
Carl Nassar, Assistant Professor |
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Collaborating Companies: |
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Company Representative: |
Steve Shattil, Chief Data Architect |
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Direct Sequence (DS) Code Division Multiple Access (CDMA) has gained widespread popularity in the multi-billion dollar wireless telecommunication industry. Recently, MC (Multiple Carrier) CDMA has emerged as an attractive alternative to DS CDMA, and one of its most promising implementations is CIMA (Carrier Interference Multiple Access), for which Idris Communications has exclusive license This proposal, pending support, researches and develops software-based models for CIMA transmitters, channels, receivers, phase estimators, timing estimators, power control schemes, and antenna array technologies. This proposal includes the testing and performance analysis of CIMA, based on the software models developed herein. Results from this proposal provide Idris Communications with the necessary first step toward the successful deployment of CIMA. |
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Computationally Efficient Algorithms for Managing Sensor Information that Incorporate Models of Data Association |
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Principal Investigators: |
Lucy Pao, Assistant Professor |
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Collaborating Company: |
Data Fusion Corporation |
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Company Representative: |
John Thomas |
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Multiple sensors in surveillance and tracking systems often provide more information than can be processed with the available computational resources. Recently, a few sensor manager algorithms have been proposed to address this problem by determining which subset of sensor data should be processed to yield good performance while not overtaxing the computational resources. The sensor managers developed thus far, however, have been computationally demanding themselves. Moreover, they do not directly take into account the effects of data association processes that are required in many surveillance and tracking systems. We propose (1) to model and evaluate the effect that various data association methods have on the covariances of target state estimates, (2) to incorporate these models in developing more practical algorithms for managing sensor information, and (3) to analyze the computations required in sensor manager algorithms and develop efficient means for implementing them. |
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Enhanced Knee Prothesis Design Through Telemetric Patella |
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Principal Investigator: |
Rahmat Shoureshi, Professor |
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Collaborating Company: |
Rose Musculoskeletal Research Laboratory |
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Company Representative: |
Richard Komistek, Director of Development |
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Studies on total knee arthroplasty (TKA) failures document that contact stresses exceed the yield strength of the polyethylene. Excessive patellofemoral loads of up to seven or eight times body weight, during certain activities, have been estimated. Although research for identification of better materials for TKA joints is essential, what is even more important is the determination of exact joint forces and stresses to define the required materials specifications. This study would process a pioneering effort in analysis and design of a telemetric patella that would provide exact information about TKA joint forces and stresses. Computer-aided modeling of lower extremity to simulate joint motions, real-time signal analysis, wireless information transfer, self calibration, and feedback control, will be technological challenges that will be invented in this study. During the first year of this research, effort will be focused on the software development for modeling kinematic and dynamic of the lower extremity. Results from this study will be used to develop the proposed telemetric patella. |
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A Module for Analysis and Design of Segmental Prestressed Concrete Bridges |
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Principal Investigator: |
Enrico Spacone, Assistant Professor |
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Collaborating Company: |
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Company Representative: |
W. Scott McNary, Principal |
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This project develops a new module for analysis and design of segmental prestressed concrete bridges. The module is developed around an existing finite element code. The capabilities of the finite element program will be applied to segmental construction, in which different segments of the structure are added at different times. The module will include: a) a prestressed concrete element with piecewise linear post-tensioned tendons; b) nonlinear material laws for concrete, steel and friction; c) time dependent behavior of concrete and steel; d) time dependent construction sequence. The module will be driven by fully graphic pre- and post-processors that will greatly ease the input preparation and the interpretation of the results. The proposed module is the first step in an effort to build a comprehensive software for analysis and design of prestressed concrete structures. |
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Ultrasonic Damage simulation in Engineering Materials |
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Principal Investigator: |
Kaspar Willam , Professor |
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Collaborating Companies: |
APTEK Incorporated |
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Company Representative: |
Yvonne Murray, Project Manager |
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We propose to develop a graphics-oriented simulation package for quantitative ultrasonics. In short an "Ultrasonic Damage Simulator", to evaluate material degradation in terms of propagative material properties. Examples of ultrasonic damage experiments include damage assessment of civil and aerospace structures, where stiffness degradation provides an indicator of the health and life cycle performance of structural components and structural systems. To this end, the " Ultrasonic Damage Simulator" will evaluate and graphically display phase velocities diagrams (slowness surfaces) in engineering materials that are deteriorating due to mechanical and environmental loadings. Along this line, the driver will establish a testbed to interrogate in a quantitative manner constitutive relations for a wide variety of material formulations with regard to their propagative properties. The software will be developed on a SUN platform and will be written in Fortran 90 and in C++ using Open GL/Open Inventor for visualization and animation. In the second phase of the project, we intend to download the "Ultrasonic Simulator" to high end PC's that are widely used in engineering practice and classroom environments. |
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Model-Based Wavelet Processing for Seismic Surveys |
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Principal Investigator: |
Ray Zhang, Assistant Professor |
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Collaborating Company: |
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Company Representative: |
Douglas Hart, Senior Research Geophysicist |
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Among new seismic survey techniques, a framework of model-based wavelet processing proposed recently by D.I. Hart has been showing its promising applications in oil/gas exploration. However, solid understanding has not been achieved on dynamite source mechanism, wavelet generation, and consequent wave propagation through the earth medium with irregular surface/sub-surfaces and laterally-heterogeneous medium properties, which might significantly affect the quality of seismic survey. In view of limited time and resources, the following four tasks will be carried out during the award period, which present technical challenges that are highly relevant and common to interdisciplinary seismic survey: (1) Exploration of source mechanism and establishment of appropriate source model. In this subject, whether or not the wavelet generated by a dynamic source could be modeled as a dipole, sweep, or others in time will be carefully examined, which depends strongly on different type of dynamite source as well as its environments. (2) Development of a realistic earth medium model accountable for irregular surface/sub-surfaces and/or lateral heterogeneity. This could be accomplished by implementing a 3D model for wave propagation in a layered half-space with irregular surface/sub-surfaces and/or laterally-heterogeneous medium (developed by Zhang in the past decade) into Hart's wavelet model, attempting to enable the model-based wavelet processing to capture each and every essential characteristic of wave propagation in a realistic earth medium. (3) Comprehensive understanding of the roles of physical parameters. This could be fulfilled by carrying out extensive parametric studies and thus quantifying various multiple interactive effects including signal, noise, instrumentation filters, and reflectivity sequence. (4) Validation and calibration of the model-based wavelet processing technique. This could be achieved by comparing the synthetic data via model-based wavelet processing with observed seismic data. |
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Reinforced Soil Design: Integration of Digital Image Analysis, Numerical Modeling and Limit Equilibrium |
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Principal Investigator: |
Jorge Zornberg, Assistant Professor |
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Collaborating Company: |
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Company Representative: |
David Bowman |
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Soil reinforcement is now a highly attractive alternative for highway embankment and retaining wall projects because of the economic benefits it offers in relation to conventional retaining structures. Reinforced soil design is typically performed using computational techniques (limit equilibrium), which require significant assumption regarding strain distributions within the reinforcements. However, to date, the assumed strain distributions have not been fully validated against monitored results. One consequence of this is a perceived overconservatism in design. The overall objective of this CASI Technology Transfer plan is to generate and integrate, via advanced software technology, strain data that will provide a definite answer regarding reinforcement strain distributions to be adopted in design. Specifically, this project will integrate the results from: (i) A digital processing effort involving images of reinforced soil models videotaped in-flight during testing in a geotechnical centrifuge; (ii) a numerical (finite element) modeling validation of the digital data collected in the previous phase; and (iii) a limit equilibrium investigation that will incorporate reinforcement strain distributions drawn from the previous two phases into a still practical, though more accurate reinforced soil design methodology. |
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