Open Access. Powered by Scholars. Published by Universities.®
Computer-Aided Engineering and Design Commons™
Open Access. Powered by Scholars. Published by Universities.®
- Institution
-
- Wayne State University (12)
- California Polytechnic State University, San Luis Obispo (8)
- University of Nebraska - Lincoln (8)
- University of Dar es Salaam (6)
- Technological University Dublin (5)
-
- Old Dominion University (4)
- University of Arkansas, Fayetteville (3)
- Central Washington University (2)
- Embry-Riddle Aeronautical University (2)
- Michigan Technological University (2)
- Purdue University (2)
- The University of Akron (2)
- Augustana College (1)
- City University of New York (CUNY) (1)
- Claremont Colleges (1)
- Dartmouth College (1)
- Georgia Southern University (1)
- Kennesaw State University (1)
- LSU New Orleans (1)
- Louisiana State University (1)
- Portland State University (1)
- San Jose State University (1)
- Southern Methodist University (1)
- The British University in Egypt (1)
- Thomas Jefferson University (1)
- University of Kentucky (1)
- University of Malaya (1)
- University of New Mexico (1)
- Keyword
-
- Design (3)
- Highway Safety (3)
- Reliability (3)
- Structural reliability (3)
- Applied sciences (2)
-
- Artificial intelligence (2)
- BIM (2)
- Bridge (2)
- Bridges (2)
- CFD (2)
- Civil Engineering (2)
- Crash Test (2)
- Education (2)
- End Terminal (2)
- Internet of Things (2)
- MASH (2)
- Optimization (2)
- Simulation (2)
- Sustainability (2)
- 2022 (1)
- 3D Infrastructure Condition Assessment (1)
- 3D Modelling (1)
- 3D Printing (1)
- : Historic City Modelling (1)
- ANSYS (1)
- ANTI VIRUSES (1)
- ARAMIS Optical Strain Mapping System (1)
- Accelerometer (1)
- Agricultural Products-State of the Arton of vibrational techniques (1)
- Air Conditioning (1)
- Publication Year
- Publication
-
- Civil and Environmental Engineering Faculty Research Publications (12)
- Tanzania Journal of Engineering and Technology (TJET) (6)
- Department of Mechanical and Materials Engineering: Dissertations, Theses, and Student Research (4)
- Conference papers (3)
- Graduate Theses and Dissertations (3)
-
- Master's Theses (3)
- Architectural Engineering (2)
- Civil & Environmental Engineering Theses & Dissertations (2)
- Discovery Day - Daytona Beach (2)
- Dissertations, Master's Theses and Master's Reports (2)
- Williams Honors College, Honors Research Projects (2)
- All HMC Faculty Publications and Research (1)
- All Master's Theses (1)
- All Undergraduate Projects (1)
- Articles (1)
- BioResource and Agricultural Engineering (1)
- Celebration of Learning (1)
- Chemical Engineering (1)
- Civil & Environmental Engineering Faculty Publications (1)
- Civil Engineering ETDs (1)
- College of Architecture and the Built Environment Faculty Papers (1)
- College of Engineering Summer Undergraduate Research Program (1)
- College of Graduate Studies: Theses & Dissertations (1)
- Conference Papers (1)
- Department of Agricultural and Biological Systems Engineering: Faculty Publications (1)
- Department of Civil and Environmental Engineering: Dissertations, Theses, and Student Research (1)
- Department of Construction Engineering and Management: Dissertations, Theses, and Student Research (1)
- Department of Engineering Mechanics: Dissertations, Theses, and Student Research (1)
- Dissertations and Theses (1)
- Electrical Engineering Theses and Dissertations (1)
- Publication Type
- File Type
Articles 61 - 72 of 72
Full-Text Articles in Computer-Aided Engineering and Design
Development And Evaluation Of A Simulation System Based Upon Standard Pedestrian Thoroughfare Methodologies, Charles O. Pringle
Development And Evaluation Of A Simulation System Based Upon Standard Pedestrian Thoroughfare Methodologies, Charles O. Pringle
All Master's Theses
This study was undertaken to determine whether existing simulation and modeling systems could be used to analyze and model pedestrian traffic flows. The study incorporates the Highway Capacity Manual 2000 (HCM) (Transportation Research Board, National Research Council [TRB], 2000a) methodologies into a ProModel simulation and then compares and contrasts the results of the HCM calculations with the ProModel simulation.
Reliability-Based Optimization Of Fiber-Reinforced Polymer Composite Bridge Deck Panels, Michel D. Thompson, Christopher D. Eamon, Masoud Rais-Rohani
Reliability-Based Optimization Of Fiber-Reinforced Polymer Composite Bridge Deck Panels, Michel D. Thompson, Christopher D. Eamon, Masoud Rais-Rohani
Civil and Environmental Engineering Faculty Research Publications
A reliability-based optimization (RBO) procedure is developed and applied to minimize the weight of eight fiber-reinforced polymer composite bridge deck panel configurations. The method utilizes interlinked finite element, optimization, and reliability analysis procedures to solve the weight minimization problem with a deterministic strength constraint and two probabilistic deflection constraints. Panels are composed of an upper face plate, lower face plate, and a grid of interior stiffeners. Different panel depths and stiffener layouts are considered. Sensitivity analyses are conducted to identify significant design and random variables. Optimization design variables are panel component ply thicknesses while random variables include load and material …
Socio-Economic Impacts Of Computer Viruses In Tanzania, M Victor
Socio-Economic Impacts Of Computer Viruses In Tanzania, M Victor
Tanzania Journal of Engineering and Technology (TJET)
This paper reports on a research project conducted with an objective of identifying and assessing various approaches used by different computer users (Management, System Administrators and end users) in Tanzania to combat computer viruses (CVs), and to assess users' awareness level on CVs. Specifically, the study aimed at assessing the awareness level on CVs to the Tanzanian business community; analyze the socio -economic impact caused by CVs in Tanzania and; assess existing methods, capacity and limitations on controlling CVs in Tanzania. Data was collected using both questionnaires and interview from financial institutions such as NBC and BOT, and telecommunications sector …
Evaluation Of Accuracy And Efficiency Of Some Simulation And Sampling Methods In Structural Reliability Analysis, Christopher D. Eamon, Michel D. Thompson, Zhenyu Liu
Evaluation Of Accuracy And Efficiency Of Some Simulation And Sampling Methods In Structural Reliability Analysis, Christopher D. Eamon, Michel D. Thompson, Zhenyu Liu
Civil and Environmental Engineering Faculty Research Publications
Numerous simulation and sampling methods can be used to estimate reliability index or failure probability. Some point sampling methods require only a fraction of the computational effort of direct simulation methods. For many of these methods, however, it is not clear what trade-offs in terms of accuracy, precision, and computational effort can be expected, nor for which types of functions they are most suited. This study uses nine procedures to estimate failure probability and reliability index of approximately 200 limit state functions with characteristics common in structural reliability problems. The effects of function linearity, type of random variable distribution, variance, …
Effect Of Edge-Stiffening And Diaphragms On The Reliability Of Bridge Girders, Christopher D. Eamon, Andrzej S. Nowak
Effect Of Edge-Stiffening And Diaphragms On The Reliability Of Bridge Girders, Christopher D. Eamon, Andrzej S. Nowak
Civil and Environmental Engineering Faculty Research Publications
Secondary elements such as barriers, sidewalks, and diaphragms may affect the distribution of live load to bridge girders. The objective of this study is to evaluate their effect on girder reliability if these elements are designed to be sufficiently attached to the bridge so as not to detach under traffic live loads. Simple span, two lane structures are considered, with composite steel girders supporting a reinforced concrete deck. Several representative structures are selected, with various configurations of barriers, sidewalks and diaphragms. Bridge analysis is performed using a finite element procedure. Load and resistance parameters are treated as random variables. Random …
Modeling Concrete Masonry Walls Subjected To Explosive Loads, Christopher D. Eamon, James T. Baylot, James L. O'Daniel
Modeling Concrete Masonry Walls Subjected To Explosive Loads, Christopher D. Eamon, James T. Baylot, James L. O'Daniel
Civil and Environmental Engineering Faculty Research Publications
Concrete masonry unit walls subjected to blast pressure were analyzed with the finite element method, with the goal of developing a computationally-efficient and accurate model. Wall behavior can be grouped into three modes of failure, which correspond to three ranges of blast pressures. Computational results were compared to high-speed video images and debris velocities obtained from experimental data. A parametric analysis was conducted to determine the sensitivity of computed results to critical modeling values. It was found that the model has the ability to replicate experimental results with good agreement. However, it was also found that, without knowledge of actual …
Review Of The Product Development Process And Information Flow In The Manufacturing Industry: Problems And A Possible Wav Forward, E Opiyo
Tanzania Journal of Engineering and Technology (TJET)
No abstract provided.
Application Of Vibrational Techniques In Determination Of Dynamic Properties Of Agricultural Products-State Of The Arton Of Vibrational Techniques In Determination Of Dynamic Properties Of Agricultural Products-State Of The Art, Silas Kajuna
Tanzania Journal of Engineering and Technology (TJET)
Vibration is one of the techniques employed in the determination of dynamic properties of fruits and vegetables. It entails generation of a mechanical or acoustic vibrational signal which is propagated through the flesh of the agricultural material. A transducer is either attached or held close to the specimen to monitor the propagation of the signal through the specimen. The manner in which the signal is transmitted through the material is analyzed, and the dynamic properties of the specimen which relate to its firmness or its internal being are derived. The technique has been around for the past 30 years or …
On The Evolution Of Cae Research, Clive L. Dym, Raymond E. Levitt
On The Evolution Of Cae Research, Clive L. Dym, Raymond E. Levitt
All HMC Faculty Publications and Research
Less than a decade ago it seemed that a new paradigm of engineering–called computer-aided engineering (CAE) – was emerging. This emergence was driven in part by the success of computer support for the tasks of engineering analysis and in part by a new understanding of how computational ideas largely rooted in artificial intelligence (AI) could perhaps improve the practice of engineering, especially in the area of design synthesis. However, while this “revolution” has failed to take root or flourish as a separate discipline, it has spawned research that is very different from traditional engineering research. To the extent that such …
Computer-Aided Analysis And Design Of Rectangular Buried Tank Walls And Its Safety Factor Evaluation Based On Yield Line Analysis, Rakiya J. Fatoohi
Computer-Aided Analysis And Design Of Rectangular Buried Tank Walls And Its Safety Factor Evaluation Based On Yield Line Analysis, Rakiya J. Fatoohi
Civil & Environmental Engineering Theses & Dissertations
This thesis presents the results of a study that determines the true safety factor of underground square reinforced concrete tank walls.
The walls are analyzed and designed by elastic method. The amount and distribution of the reinforcement was determined by use of the alternate design method (working stress) in compliance with all ACI code requirements. The wall's ultimate moment was computed by use of yield line theory assuming non-isotropic reinforcement. The ultimate value of the earth pressure was computed and compared with the elastic analysis and design values to give the true safety factor.
The results of this study indicate …
Structural Sensitivity Analysis On A Parallel Computer, Niu Kian Teck
Structural Sensitivity Analysis On A Parallel Computer, Niu Kian Teck
Civil & Environmental Engineering Theses & Dissertations
Substructuring formulation using adjoint variable approach has been developed for design sensitivity analysis and optimization of large scale structures. In this study, the procedure for statics and sensitivity analysis are re-examined to propose a programming scheme which can be implemented either in a sequential or parallel environment. The computational times of the substructuring formulation using a single processor versus multi-processors are compared to see the effectiveness of the formulation in the concurrent computing environment.
Direct Design Of A Portal Frame, Angel Fajardo Ugaz
Direct Design Of A Portal Frame, Angel Fajardo Ugaz
Dissertations and Theses
This investigation was undertaken to develop plastic design aids to be used in the direct design of optimum frames. It uses the concept of minimum weight of plastically designed steel frames, and the concept of linear programming to obtain general solutions. Among the special characteristics of this study are: A. The integration of both gravity and combined loading conditions into one linear programming problem. B. The application of the revised simplex method to the dual of a parametric original problem. C. The application of A and B above in the development of design aids for the optimum design of symmetrical …