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Articles 3361 - 3390 of 21796
Full-Text Articles in Engineering
Development Of Cufsm Hole Module And Design Tables For The Cold-Formed Steel Cross-Sections With Typical Web Holes In Aisi D100, Committee On Specifications For The Design Of Cold-Formed Steel Structural Members
Development Of Cufsm Hole Module And Design Tables For The Cold-Formed Steel Cross-Sections With Typical Web Holes In Aisi D100, Committee On Specifications For The Design Of Cold-Formed Steel Structural Members
American Iron and Steel Institute (AISI) Specifications, Standards, Manuals and Research Reports (1946 - present)
This report summarizes the effort to develop a simple hole module to perform elastic buckling analysis to obtain the design parameters needed for DSM considering the influence of holes. The hole module requires simple inputs and direct outputs of the elastic buckling information of the local and distortional buckling modes for both gross sections and sections with hole influences.
Review Of Testing By Analysis For Potential Implementation Into Aisi Standards, Committee On Specifications For The Design Of Cold-Formed Steel Structural Members
Review Of Testing By Analysis For Potential Implementation Into Aisi Standards, Committee On Specifications For The Design Of Cold-Formed Steel Structural Members
American Iron and Steel Institute (AISI) Specifications, Standards, Manuals and Research Reports (1946 - present)
New product development is crucial to allow innovation in the cold-formed steel structural industry. However, the required physical testing of new components and assemblies are often a cost barrier which prevents implementation and slows new product development. Testing by analysis can be a good alternative to physical testing as it reduces the expense and time for performing physical experiments, however, two considerations are necessary to ensure accurate results. First, it requires a rational engineering analysis to calculate the capacities and deformations of the system, and the requirements to produce accurate analyses must be explicitly stated. Second, it is necessary to …
Steel Diaphragm Innovation Initiative, Year 5, Final Report, American Iron And Steel Institute
Steel Diaphragm Innovation Initiative, Year 5, Final Report, American Iron And Steel Institute
American Iron and Steel Institute (AISI) Specifications, Standards, Manuals and Research Reports (1946 - present)
Summary
The Steel Diaphragm Innovation Initiative (SDII) is a multi-year industry-academic-government partnership to advance the seismic performance of steel floor and roof diaphragms utilized in steel buildings. This report provides a final report for Year 5 of the overall 5-year SDII plan. Contributions in the final 12 months (1 Jan. 2020 – 31 Dec. 2020) include the following highlights.
Innovation and Practice:
- Adoption in ASCE 7 of new provisions for bare steel deck including methods for buildings with rigid walls and flexible diaphragms, alternative diaphragm design with Rs, and special seismic detailing (following on from successful adoption in …
Tutorials For Mastan 2 And Related Validation, Committee On Specifications For The Design Of Cold-Formed Steel Structural Members
Tutorials For Mastan 2 And Related Validation, Committee On Specifications For The Design Of Cold-Formed Steel Structural Members
American Iron and Steel Institute (AISI) Specifications, Standards, Manuals and Research Reports (1946 - present)
This report creates the tutorials helping engineers to correctly model and analyze structural systems comprised of non-doubly symmetric sections using the latest version of MASTAN2. The report also validated a MASTAN2 model using non-doubly symmetric sections against results from a small test program. The following report and tutorials are provided:
AISI Small Project Summary – Tutorials for MASTAN2 and Related Validation
- Tutorial for MASTAN2 v5.1 - Introductory Frame
- Tutorial for MASTAN2 v5.1 - Pour Stop Beam
- Tutorial for MASTAN2 v5.1 - Steel Joist
Quantitative Evaluation Of Asphalt Binder Extraction From Hot Mix Asphalt Pavement Using Ashing And Centrifuge Methods, Ahmed Hemida, Magdy Abdelrahman, Eslam Deef-Allah
Quantitative Evaluation Of Asphalt Binder Extraction From Hot Mix Asphalt Pavement Using Ashing And Centrifuge Methods, Ahmed Hemida, Magdy Abdelrahman, Eslam Deef-Allah
Civil, Architectural and Environmental Engineering Faculty Research & Creative Works
Asphalt binder requires more investigation to be accurately and precisely extracted since it is an effective procedure for quality assurance quality control (QA/QC) and subsequent binder characterization. In this research, the authors presented a hands-on experience with binder extraction to deliver recommendations concerning the sensitive steps that may affect the outcomes (extracted binder content, Pbe%). Two mineral matter determination methods (ashing and centrifuge) were addressed based on the centrifuge extraction method. Field cores were investigated by comparing the Pbe% to the actual binder content, Pba%. Analysis of variance (ANOVA) and Tukey Post-Hoc statistical analyses, …
Impact Of Multiple Waves Of Covid-19 On Healthcare Networks In The United States, Emad M. Hassan, Hussam N. Mahmoud
Impact Of Multiple Waves Of Covid-19 On Healthcare Networks In The United States, Emad M. Hassan, Hussam N. Mahmoud
Civil, Architectural and Environmental Engineering Faculty Research & Creative Works
The risk of overwhelming hospitals from multiple waves of COVID-19 is yet to be quantified. Here, we investigate the impact of different scenarios of releasing strong measures implemented around the U.S. on COVID-19 hospitalized cases and the risk of overwhelming the hospitals while considering resources at the county level. We show that multiple waves might cause an unprecedented impact on the hospitals if an increasing number of the population becomes susceptible and/or if the various protective measures are discontinued. Furthermore, we explore the ability of different mitigation strategies in providing considerable relief to hospitals. The results can help planners, policymakers, …
Fiber Optic Sensor Embedded Smart Helmet For Real-Time Impact Sensing And Analysis Through Machine Learning, Yiyang Zhuang, Qingbo Yang, Taihao Han, Ryan O'Malley, Aditya Kumar, Rex E. Gerald Ii, Jie Huang
Fiber Optic Sensor Embedded Smart Helmet For Real-Time Impact Sensing And Analysis Through Machine Learning, Yiyang Zhuang, Qingbo Yang, Taihao Han, Ryan O'Malley, Aditya Kumar, Rex E. Gerald Ii, Jie Huang
Electrical and Computer Engineering Faculty Research & Creative Works
Background: Mild traumatic brain injury (mTBI) strongly associates with chronic neurodegenerative impairments such as post-traumatic stress disorder (PTSD) and mild cognitive impairment. Early detection of concussive events would significantly enhance the understanding of head injuries and provide better guidance for urgent diagnoses and the best clinical practices for achieving full recovery. New method: A smart helmet was developed with a single embedded fiber Bragg grating (FBG) sensor for real-time sensing of blunt-force impact events to helmets. The transient signals provide both magnitude and directional information about the impact event, and the data can be used for training machine learning (ML) …
Floating Gate Schottky Junction Solar Cells With Improved Output Power, Amirhossein Ghods, Vishal Saravade, Andrew Woode, Corey Lerner, Chuanle Zhou, Ian T. Ferguson
Floating Gate Schottky Junction Solar Cells With Improved Output Power, Amirhossein Ghods, Vishal Saravade, Andrew Woode, Corey Lerner, Chuanle Zhou, Ian T. Ferguson
Electrical and Computer Engineering Faculty Research & Creative Works
In this article, the concept of floating gate Schottky junction (FGSJ) solar cell with improved photovoltaic properties, compared to those of the conventional Schottky junction solar cell, is proposed. The floating gate junction is electrically isolated from the current collection junction in order to prevent reduction in the barrier height at the floating gate contact from load voltage. The unaffected barrier height at the floating gate junction leads to a more effective separation of photo-generated electron-hole pairs, and therefore, a better photovoltaic response. Single junction FGSJ solar cells based on n-type GaAs with different doping concentration levels and gate contact …
Conventional Immunomarkers Stain A Fraction Of Astrocytes In Vitro: A Comparison Of Rat Cortical And Spinal Cord Astrocytes In Naïve And Stimulated Cultures, Bailey Balouch, Jessica L. Funnell, Alexis M. Ziemba, Devan L. Puhl, Kathy Lin, Manoj K. Gottipati, Ryan J. Gilbert
Conventional Immunomarkers Stain A Fraction Of Astrocytes In Vitro: A Comparison Of Rat Cortical And Spinal Cord Astrocytes In Naïve And Stimulated Cultures, Bailey Balouch, Jessica L. Funnell, Alexis M. Ziemba, Devan L. Puhl, Kathy Lin, Manoj K. Gottipati, Ryan J. Gilbert
Chemical and Biochemical Engineering Faculty Research & Creative Works
Astrocytes are responsible for a wide variety of essential functions throughout the central nervous system. The protein markers glial fibrillary acidic protein (GFAP), glutamate aspartate transporter (GLAST), glutamate transporter-1 (GLT-1), glutamine synthetase (GS), 10-formyltetrahydrofolate dehydrogenase (ALDH1L1), and the transcription factor SOX9 are routinely used to label astrocytes in primary rodent cultures. However, GLAST, GLT-1, GS, and SOX9 are also produced by microglia and oligodendrocytes and GFAP, GLAST, GLT-1, and GS production levels are affected by astrocyte phenotypic changes associated with reactive astrogliosis. No group has performed a comprehensive immunocytochemical evaluation to quantify the percentage of cells labeled by these markers …
Time-Dependent System Reliability Analysis With Second-Order Reliability Method, Hao Wu, Zhangli Hu, Xiaoping Du
Time-Dependent System Reliability Analysis With Second-Order Reliability Method, Hao Wu, Zhangli Hu, Xiaoping Du
Mechanical and Aerospace Engineering Faculty Research & Creative Works
System reliability is quantified by the probability that a system performs its intended function in a period of time without failures. System reliability can be predicted if all the limit-state functions of the components of the system are available, and such a prediction is usually time consuming. This work develops a time-dependent system reliability method that is extended from the component time-dependent reliability method using the envelope method and second-order reliability method. The proposed method is efficient and is intended for series systems with limit-state functions whose input variables include random variables and time. The component reliability is estimated by …
Spectral Induced Polarization Study On Enzyme Induced Carbonate Precipitations: Influences Of Size And Content On Stiffness Of A Fine Sand, Bate Bate, Junnan Cao, Chi Zhang, Na Hao
Spectral Induced Polarization Study On Enzyme Induced Carbonate Precipitations: Influences Of Size And Content On Stiffness Of A Fine Sand, Bate Bate, Junnan Cao, Chi Zhang, Na Hao
Civil, Architectural and Environmental Engineering Faculty Research & Creative Works
Heterogeneity in either chemically or microbiologically induced carbonate-based ground improvement methods is a major obstacle in engineering application. Spectral induced polarization (SIP), an innovative and nondestructive method, which has demonstrated promise in monitoring microbial activity, was used in this study to monitor enzyme induced carbonate precipitation (EICP). The complex conductivities, together with the shear wave velocities (Vs), of an EICP modified sand were monitored using a self-developed spectral induced polarization–bender element column. The mean precipitate size was calculated by relaxation time (τ) and the Schwarz equation. The precipitate contents were calculated by cumulative gamma distribution function on the global polarization …
Coded Caching In The Presence Of A Wire And A Cache Tapping Adversary Of Type Ii, Mohamed Nafea, Aylin Yener
Coded Caching In The Presence Of A Wire And A Cache Tapping Adversary Of Type Ii, Mohamed Nafea, Aylin Yener
Electrical and Computer Engineering Faculty Research & Creative Works
This paper introduces the notion of cache-tapping into the information theoretic models of coded caching. The wiretap channel II in the presence of multiple receivers equipped with fixed-size cache memories, and an adversary which selects symbols to tap into from cache placement and/or delivery is introduced. The legitimate terminals know neither whether placement, delivery, or both are tapped, nor the positions in which they are tapped. Only the size of the overall tapped set is known. For two receivers and two files, the strong secrecy capacity–the maximum achievable file rate while keeping the overall library strongly secure–is identified. Lower and …
Adaptive Kriging Method For Uncertainty Quantification Of The Photoelectron Sheath And Dust Levitation On The Lunar Surface, Xinpeng Wei, Jianxun Zhao, Xiaoming He, Zhen Hu, Xiaoping Du, Daoru Han
Adaptive Kriging Method For Uncertainty Quantification Of The Photoelectron Sheath And Dust Levitation On The Lunar Surface, Xinpeng Wei, Jianxun Zhao, Xiaoming He, Zhen Hu, Xiaoping Du, Daoru Han
Mechanical and Aerospace Engineering Faculty Research & Creative Works
This paper presents an adaptive Kriging based method to perform uncertainty quantification (UQ) of the photoelectron sheath and dust levitation on the lunar surface. The objective of this study is to identify the upper and lower bounds of the electric potential and that of dust levitation height, given the intervals of model parameters in the one-dimensional (1D) photoelectron sheath model. To improve the calculation efficiency, we employ the widely used adaptive Kriging method (AKM). A task-oriented learning function and a stopping criterion are developed to train the Kriging model and customize the AKM. Experiment analysis shows that the proposed AKM …
Final Report - Autonomous Wall-Climbing Robots For Inspection And Maintenance Of Concrete Bridges, Jizhong Xiao, Liang Yang, Jinglun Feng, Ejup Hoxha
Final Report - Autonomous Wall-Climbing Robots For Inspection And Maintenance Of Concrete Bridges, Jizhong Xiao, Liang Yang, Jinglun Feng, Ejup Hoxha
Project AS-3
This project developed wall-climbing robots to carry non-destructive evaluation (NDE) devices for automatic data collection and surface/subsurface defect detection in concrete structures. By using simultaneous localization and mapping (SLAM), the robots can be located to allow for incremental 3D model reconstruction. An image dataset with pixel-level accuracy is collected and labeled to train a deep neural network (i.e., InspectionNet) with 12,000 iterations for each defect type. A ground penetrating radar (GPR)-based subsurface object detection method is proposed to implement visual inertial fusion for the estimation of the GPR pose, use a deep neural network module (i.e., DepthNet) to extract hyperbola …
Fuel Cell Having Corrugated Membrane Electrode Assembly, Jonghyun Park
Fuel Cell Having Corrugated Membrane Electrode Assembly, Jonghyun Park
Mechanical and Aerospace Engineering Faculty Research & Creative Works
An electrochemical reaction cell comprising an anode electrode, a cathode electrode, and a membrane electrode assembly (MEA). The MEA is positioned between the anode electrode and the cathode electrode. The anode electrode, the cathode electrode, and the MEA each have a corrugated shape and are contained within a recess of a housing.
Machine Learning Enables Prompt Prediction Of Hydration Kinetics Of Multicomponent Cementitious Systems, Jonathan Lapeyre, Taihao Han, Brooke Wiles, Hongyan Ma, Jie Huang, Gaurav Sant, Aditya Kumar
Machine Learning Enables Prompt Prediction Of Hydration Kinetics Of Multicomponent Cementitious Systems, Jonathan Lapeyre, Taihao Han, Brooke Wiles, Hongyan Ma, Jie Huang, Gaurav Sant, Aditya Kumar
Civil, Architectural and Environmental Engineering Faculty Research & Creative Works
Carbonaceous (e.g., limestone) and aluminosilicate (e.g., calcined clay) mineral additives are routinely used to partially replace ordinary portland cement in concrete to alleviate its energy impact and carbon footprint. These mineral additives—depending on their physicochemical characteristics—alter the hydration behavior of cement; which, in turn, affects the evolution of microstructure of concrete, as well as the development of its properties (e.g., compressive strength). Numerical, reaction-kinetics models—e.g., phase boundary nucleation-and-growth models; which are based partly on theoretically-derived kinetic mechanisms, and partly on assumptions—are unable to produce a priori prediction of hydration kinetics of cement; especially in multicomponent systems, wherein chemical interactions among …
High-Temperature Stable Fbgs Fabricated By A Point-By-Point Femtosecond Laser Inscription For Multi-Parameter Sensing, Chen Zhu, Dinesh Alla, Jie Huang
High-Temperature Stable Fbgs Fabricated By A Point-By-Point Femtosecond Laser Inscription For Multi-Parameter Sensing, Chen Zhu, Dinesh Alla, Jie Huang
Electrical and Computer Engineering Faculty Research & Creative Works
A high-temperature resistant fiber Bragg grating (FBG) with pronounced cladding modes is fabricated using a simple, fast, and flexible point-by-point femtosecond laser inscription. Cladding modes of different orders exhibit various sensitivities to changes in refractive index of the surrounding medium and temperature, while the Bragg wavelength is only dependent on the ambient temperature. By combining the resonance of cladding modes and the Bragg resonance, measurement of variations of temperature and surrounding refractive index can be achieved. Survivability of the cladding modes and the core mode in the fabricated FBG at elevated temperatures up to 1000°C is demonstrated.
T112, Pingxin Xia, Longtan Shao, Wen Deng
T112, Pingxin Xia, Longtan Shao, Wen Deng
Stress-State Dependency of the Deformation Ratio of Quasi-Elastic Granular Soils under Cyclic Loading -- Raw Data
‘T’ series spreadsheets are the raw data of all tests. (The data in this series are overall stress and strain information).
Pf5, Pingxin Xia, Longtan Shao, Wen Deng
Pf5, Pingxin Xia, Longtan Shao, Wen Deng
Stress-State Dependency of the Deformation Ratio of Quasi-Elastic Granular Soils under Cyclic Loading -- Raw Data
‘PS’ and ‘PF’ spreadsheets are the data of the prediction and calibration tests. (The data in this series are overall stress and strain information).
Dem, Pingxin Xia, Longtan Shao, Wen Deng
Dem, Pingxin Xia, Longtan Shao, Wen Deng
Stress-State Dependency of the Deformation Ratio of Quasi-Elastic Granular Soils under Cyclic Loading -- Raw Data
‘DEM’ spreadsheet is the simulation results. The test information of the numerical samples is included in it.
Pf Series, Pingxin Xia, Longtan Shao, Wen Deng
Pf Series, Pingxin Xia, Longtan Shao, Wen Deng
Stress-State Dependency of the Deformation Ratio of Quasi-Elastic Granular Soils under Cyclic Loading -- Raw Data
‘PS’ and ‘PF’ spreadsheets are the data of the prediction and calibration tests. (The data in this series are overall stress and strain information).
Pf6, Pingxin Xia, Longtan Shao, Wen Deng
Pf6, Pingxin Xia, Longtan Shao, Wen Deng
Stress-State Dependency of the Deformation Ratio of Quasi-Elastic Granular Soils under Cyclic Loading -- Raw Data
‘PS’ and ‘PF’ spreadsheets are the data of the prediction and calibration tests. (The data in this series are overall stress and strain information).
T113, Pingxin Xia, Longtan Shao, Wen Deng
T113, Pingxin Xia, Longtan Shao, Wen Deng
Stress-State Dependency of the Deformation Ratio of Quasi-Elastic Granular Soils under Cyclic Loading -- Raw Data
‘T’ series spreadsheets are the raw data of all tests. (The data in this series are overall stress and strain information).
T144, Pingxin Xia, Longtan Shao, Wen Deng
T144, Pingxin Xia, Longtan Shao, Wen Deng
Stress-State Dependency of the Deformation Ratio of Quasi-Elastic Granular Soils under Cyclic Loading -- Raw Data
‘T’ series spreadsheets are the raw data of all tests. (The data in this series are overall stress and strain information).
T514, Pingxin Xia, Longtan Shao, Wen Deng
T514, Pingxin Xia, Longtan Shao, Wen Deng
Stress-State Dependency of the Deformation Ratio of Quasi-Elastic Granular Soils under Cyclic Loading -- Raw Data
‘T’ series spreadsheets are the raw data of all tests. (The data in this series are overall stress and strain information).
Strain Field_X, Pingxin Xia, Longtan Shao, Wen Deng
Strain Field_X, Pingxin Xia, Longtan Shao, Wen Deng
Stress-State Dependency of the Deformation Ratio of Quasi-Elastic Granular Soils under Cyclic Loading -- Raw Data
‘Strain field_x’ spreadsheet is the radial strain information of all the nodes. The first two columns of data are location information of the node in pixel coordinates. The third column is the information recorded at the first time, the fourth column is the information recorded at the second time, and so on.
T134, Pingxin Xia, Longtan Shao, Wen Deng
T134, Pingxin Xia, Longtan Shao, Wen Deng
Stress-State Dependency of the Deformation Ratio of Quasi-Elastic Granular Soils under Cyclic Loading -- Raw Data
‘T’ series spreadsheets are the raw data of all tests. (The data in this series are overall stress and strain information).
T154, Pingxin Xia, Longtan Shao, Wen Deng
T154, Pingxin Xia, Longtan Shao, Wen Deng
Stress-State Dependency of the Deformation Ratio of Quasi-Elastic Granular Soils under Cyclic Loading -- Raw Data
‘T’ series spreadsheets are the raw data of all tests. (The data in this series are overall stress and strain information).
T314, Pingxin Xia, Longtan Shao, Wen Deng
T314, Pingxin Xia, Longtan Shao, Wen Deng
Stress-State Dependency of the Deformation Ratio of Quasi-Elastic Granular Soils under Cyclic Loading -- Raw Data
‘T’ series spreadsheets are the raw data of all tests. (The data in this series are overall stress and strain information).
T114, Pingxin Xia, Longtan Shao, Wen Deng
T114, Pingxin Xia, Longtan Shao, Wen Deng
Stress-State Dependency of the Deformation Ratio of Quasi-Elastic Granular Soils under Cyclic Loading -- Raw Data
‘T’ series spreadsheets are the raw data of all tests. (The data in this series are overall stress and strain information).