Open Access. Powered by Scholars. Published by Universities.®
- Institution
-
- Missouri University of Science and Technology (740)
- California Polytechnic State University, San Luis Obispo (448)
- University of Nebraska - Lincoln (308)
- Technological University Dublin (113)
- University of North Alabama (86)
-
- United Arab Emirates University (71)
- Association of Arab Universities (52)
- The British University in Egypt (48)
- Western Kentucky University (45)
- Syracuse University (44)
- Indiana State University (31)
- University of Nevada, Las Vegas (24)
- Oral Roberts University (22)
- Kennesaw State University (17)
- Purdue University (15)
- American University in Cairo (14)
- Beirut Arab University (13)
- City University of New York (CUNY) (13)
- University of Arkansas, Fayetteville (13)
- University of Southern Maine (13)
- East Tennessee State University (12)
- Clemson University (8)
- Louisiana State University (8)
- Rhode Island School of Design (8)
- Old Dominion University (7)
- Portland State University (7)
- University of the Pacific (6)
- Munster Technological University (5)
- Faculty of Engineering, Mansoura University (4)
- Roger Williams University (4)
- Keyword
-
- Architecture (83)
- University Architecture (80)
- University of North Alabama history (80)
- University Buildings (72)
- College Campuses in Alabama (71)
-
- Sustainability (57)
- Construction (46)
- University of North Alabama (41)
- Concrete (40)
- Design (38)
- Engineering (35)
- Rheology (27)
- Hospital (26)
- Western Kentucky University (24)
- Florence State Teachers College (23)
- City of Faith (22)
- Oral Roberts (22)
- Citiplex Towers (21)
- Medical Complex (21)
- Noise (21)
- Oral Roberts University (21)
- Prayer and Medicine (21)
- Architectural Engineering (20)
- BIM (20)
- Healing (20)
- Retrofit (20)
- Structure (17)
- Reinforced concrete (16)
- Self-consolidating concrete (16)
- Energy (15)
- Publication Year
- Publication
-
- Civil, Architectural and Environmental Engineering Faculty Research & Creative Works (662)
- Architectural Engineering (436)
- Durham School of Architectural Engineering and Construction: Faculty Publications (219)
- Documents (82)
- Durham School of Architectural Engineering and Construction: Dissertations, Theses, and Student Research (74)
-
- Journal of Engineering Research (41)
- Conference papers (36)
- Master's Theses (29)
- Theses (29)
- Articles (28)
- All-Inclusive List of Electronic Theses and Dissertations (26)
- The Bridge Newsletter (24)
- City of Faith (22)
- Thesis/ Dissertation Defenses (22)
- Architecture Senior Theses (20)
- Construction Management (17)
- WKU Archives Collection Inventories (16)
- Emirates Journal for Engineering Research (15)
- Capstone Reports (14)
- Theses and Dissertations (14)
- Civil, Architectural and Environmental Engineering Scholarly Productivity Reports (13)
- ENTC 2160: Architectural CAD (11)
- Publications and Research (11)
- Architecture and Planning Journal (APJ) (10)
- Bachelor of Architecture Theses - 5th Year (10)
- Faculty Publications (10)
- Other Resources (10)
- Community Design Center Project Reports (9)
- Masters Theses & Specialist Projects (9)
- Ogden College of Science & Engineering Publications (9)
- Publication Type
- File Type
Articles 1591 - 1620 of 2298
Full-Text Articles in Architecture
Evaluating The Performance Of Urban Public Plazas In Al Ain Downtown In Relation To Physical Characteristics And Social Principles, Merai Ismail Al-Zoubi
Evaluating The Performance Of Urban Public Plazas In Al Ain Downtown In Relation To Physical Characteristics And Social Principles, Merai Ismail Al-Zoubi
Theses
The thesis studies the existing problems of AI Ain Downtown plazas mainly from the physical and social points of view. AI Ain downtown plazas are designed to provide a high level of social life. The main problem of these plazas is that they are used by only a particular social group. This study intends to develop a framework for evaluating and enhancing the urban public spaces in AI Ain city.
The framework is classified into two main dimensions; physical and social. Each dimension has a set of principles that affect the performance of the plaza. A descriptive analysis method is …
Long-Term Low Do Enriches And Shifts Nitrifier Community In Activated Sludge, Guoqiang Liu, Jianmin Wang
Long-Term Low Do Enriches And Shifts Nitrifier Community In Activated Sludge, Guoqiang Liu, Jianmin Wang
Civil, Architectural and Environmental Engineering Faculty Research & Creative Works
In the activated sludge process, reducing the operational dissolved oxygen (DO) concentration can improve oxygen transfer efficiency, thereby reducing energy use. The low DO, however, may result in incomplete nitrification. This research investigated the long-term effect of low DO on the nitrification performance of activated sludge. Results indicated that, for reactors with 10- and 40-day solids retention times (SRTs), complete nitrification was accomplished after a long-term operation with a DO of 0.37 and 0.16 mg/L, respectively. Under long-term low DO conditions, nitrite oxidizing bacteria (NOB) became a better oxygen competitor than ammonia oxidizing bacteria (AOB) and, as a result, no …
Collective Chord Behavior In Large Flexible Diaphragms, J. W. Lawson, C. N. Yarber
Collective Chord Behavior In Large Flexible Diaphragms, J. W. Lawson, C. N. Yarber
Architectural Engineering
The seismic behavior of large low-rise buildings with rigid walls and flexible diaphragms will be dominated more by the diaphragm’s seismic response than by the very stiff vertical walls. For practitioners, estimating the stiffness of large flexible diaphragms is important for computing building setbacks from property lines and adjacent structures as well as evaluating structural integrity under seismic loads. In addition, researchers attempting to accurately model a building’s dynamic behavior need to assemble an accurate diaphragm stiffness prediction. The traditional diaphragm chord model consists of a single continuous line of axial resistance at the diaphragm boundaries; however, as this paper …
Pump Controller Design For Variable Primary Flow Configuration Systems, Yifan Shi
Pump Controller Design For Variable Primary Flow Configuration Systems, Yifan Shi
Durham School of Architectural Engineering and Construction: Dissertations, Theses, and Student Research
Pump systems are utilized widely in Heating, Ventilation and Air-Conditioning (HVAC) systems. There are mainly three configuration types: (1) the constant primary-only flow configuration, (2) the constant primary/variable secondary flow configuration, and (3) the variable primary-only flow configuration. This thesis focuses on finding the optimal control strategy for it and programming a controller for easy in-field usage.
In this thesis, the pump brake horse power (BHP) of the three pump configurations is simulated and compared using varying control methods. The best pump efficiency staging and DP reset control methods are implemented into the pump controller. A one month field experiment …
Investigating The Effect Specific Credits Of The Leed Rating System Have On The Energy Performance Of An Existing Building, Richelle Fosu
Investigating The Effect Specific Credits Of The Leed Rating System Have On The Energy Performance Of An Existing Building, Richelle Fosu
Department of Computer Graphics Technology Degree Theses
Throughout this thesis the potential financial and energy usage impact an upgrade to green building standards would have on an antiquated building has been analyzed. The extent of the implementation of specific LEED rating system credits that relate directly or indirectly to the energy consumption of a building have been demonstrated, through the means of several simulations using Revit, eQuest, Ecotect and Vasari simulation tools. This thesis also attempted to provide a clear understanding and overview of the plausibility of the suggested upgrades to be made, with regards to financial investment required for such upgrades, by using simple payback calculations …
Vulnerability Of Progressive Collapse In Reinforced Concrete Flat-Plate Buildings, Jinrong Liu
Vulnerability Of Progressive Collapse In Reinforced Concrete Flat-Plate Buildings, Jinrong Liu
College of Engineering: Graduate Celebration Programs
- Progressive collapse is the spread of initial local failure, causing partial or
even total collapse of a building. - Flat plate structure is widely used for office and residential buildings.
- There is a large inventory of older flat plate building without continuous slab bottom reinforcement through columns.
- Limited knowledge exists regarding the risk of disproportionate collapse in
older flat-plates under sudden column removal during abnormal events. - Reliable mechanical model is needed for structural evaluation.
Precast Concrete Insulated Wall Panel Corbels Without Thermal Bridging, Mohamed Elkady
Precast Concrete Insulated Wall Panel Corbels Without Thermal Bridging, Mohamed Elkady
Department of Construction Engineering and Management: Dissertations, Theses, and Student Research
The common practice in corbel design is to block out the insulation in order to provide a solid concrete area at the corbel location. This connection practice results in thermal bridging, which significantly reduces the energy performance of the panel. For example, the PCI Design Handbook indicates that the reduction in thermal resistance caused by a solid part with an area equal to 9% of the total panel surface area is as high as 42%. This paper presents a discussion of a new concept for corbel design of insulated wall panels with the thermal break totally preserved. Two different designs …
Evaluation Of Statistical Energy Analysis For Prediction Of Breakout Noise From Air Duct, Himanshu S. Malushte
Evaluation Of Statistical Energy Analysis For Prediction Of Breakout Noise From Air Duct, Himanshu S. Malushte
Durham School of Architectural Engineering and Construction: Dissertations, Theses, and Student Research
The breakout noise from an air-conditioning duct is of immense concern in order to maintain a sound environment at home, office spaces, hospitals, etc. The challenge lies in correctly estimating the breakout noise by knowing the breakout sound transmission loss from the air duct. The ASHRAE Handbook: HVAC Applications (ASHRAE, 2011) currently lists some of theoretical transmission loss values for limited duct dimensions and gages (duct-wall thickness) at the octave band frequencies. Statistical Energy Analysis (SEA) is promising to predict the sound transmission loss for breakout noise for any given air duct configuration, particularly at high frequency. Though there are …
Multi-Objective Time-Cost Optimization Using Cobb-Douglas Production Function And Hybrid Genetic Algorithm, Zhigang Shen, Ashkan Hassani, Qian Shi
Multi-Objective Time-Cost Optimization Using Cobb-Douglas Production Function And Hybrid Genetic Algorithm, Zhigang Shen, Ashkan Hassani, Qian Shi
Durham School of Architectural Engineering and Construction: Faculty Publications
Existing research on construction time-cost tradeoff issues rarely explore the origin of the crashing cost. Crashing cost function was either assumed without much justification, or came from historical data of some real projects. As a result the conclusions of the papers can hardly be used to guide allocations of labor and equipment resources respectively. The authors believe Cobb-Douglas function provides a much-needed piece to modeling the cost functions in the construction time-cost tradeoff problem during the crashing process. We believe this new perspective fills a gap of existing time-cost tradeoff research by considering project duration, labor and equipment cost as …
Special Section On Natural Treatment Systems: More Than Just A Solution To Pollution, Joel Gerard Burken
Special Section On Natural Treatment Systems: More Than Just A Solution To Pollution, Joel Gerard Burken
Civil, Architectural and Environmental Engineering Faculty Research & Creative Works
No abstract provided.
Parameters Influencing Pressure During Pumping Of Self-Compacting Concrete, Dimitri Feys, Geert De Schutter, Ronny Verhoeven
Parameters Influencing Pressure During Pumping Of Self-Compacting Concrete, Dimitri Feys, Geert De Schutter, Ronny Verhoeven
Civil, Architectural and Environmental Engineering Faculty Research & Creative Works
The Main Difference between Conventional Vibrated Concrete (CVC) and Self-Compacting Concrete (SCC) is Observed in the Fresh State, as SCC Has a Significantly Lower Yield Stress. on the Other Hand, the Placement of SCC by Means of Pumping is Done with the Same Equipment and Following the Same Practical Guidelines Developed for CVC. It Can Be Questioned Whether the Flow Behavior in Pipes of SCC is Different and Whether the Developed Practical Guidelines Can Still Be Applied. This Paper Describes the Results of Full-Scale Pumping Tests Carried Out on Several SCC Mixtures. It Shows Primarily that the Slump or Yield …
Bowling Green, Kentucky - Civil War, 1861-1865 - Fortifications (Sc 899), Manuscripts & Folklife Archives
Bowling Green, Kentucky - Civil War, 1861-1865 - Fortifications (Sc 899), Manuscripts & Folklife Archives
Manuscript Collection Finding Aids
Finding aid and scans (Click on "Additional Files" below) for Manuscripts Small Collection 899. Photocopies and documentation of plans of Civil War forts in Bowling Green, Kentucky. While these may have all been drawn in 1865, the plans have earlier dates on them.
Offshore Anchor Piles Under Mooring Forces: Centrifuge Modeling, Mohamed I. Ramadan, Stephen D. Butt, Radu Popescu
Offshore Anchor Piles Under Mooring Forces: Centrifuge Modeling, Mohamed I. Ramadan, Stephen D. Butt, Radu Popescu
Architectural Engineering
Offshore anchor piles are seafloor moorings that keep the position of floating structures during a harsh environment. These piles are usually subjected to a wide range of monotonic and cyclic lateral-to-oblique pullout forces. Centrifuge tests were carried out to study the behavior of offshore anchor piles under mooring forces in saturated dense sand. The tests were carried out at different loading angles. All piles were jacked into the sand bed in-flight. The pile models were instrumented with strain gauges. Bending moment, soil pressure, and pile lateral deflection profiles are presented and discussed. It was found that there is a significant …
Survey Of Suitable Plants For Cal Poly's Green Wall, Katrina Burritt
Survey Of Suitable Plants For Cal Poly's Green Wall, Katrina Burritt
Horticulture and Crop Science
Green wall technology is a growing industry in the United States and has been very successful for a several years throughout Europe. The objective of this survey was to study the success of several different species of plants on a vertical wall facing south at Cal Poly’s Horticultural Department Unit. At first the focus was aimed at using California native species, because it was thought that natives would be better acclimated to the exposure in this specific location. It became apparent that plants should not be selected for the wall based just on the fact that they are California natives. …
Relationships Between Unoccupied Classroom Acoustical Conditions And Elementary Student Achievement Measured In Eastern Nebraska, Lauren M. Ronsse, Lily M. Wang
Relationships Between Unoccupied Classroom Acoustical Conditions And Elementary Student Achievement Measured In Eastern Nebraska, Lauren M. Ronsse, Lily M. Wang
Durham School of Architectural Engineering and Construction: Faculty Publications
Building standards recommend maximum background noise levels (BNL) and reverberation times (RT) for unoccupied classrooms. However, existing research does not show a consistent correlation between these parameters and student achievement. Through in situ testing, this research seeks to determine what acoustical conditions should be attained in elementary schools for students to meet educational goals. Acoustical measurements were conducted in a Nebraska public school system and correlated to achievement scores from students in the surveyed classrooms. Unoccupied BNLs and RTs were gathered in 34 third and 33 fifth-grade classrooms. Additionally, binaural room impulse response measurements were gathered in a subset of …
Structural Engineering Students For Haiti: A Student-Run, Student-Initiated Organization For The Benefit Of The Haitian People, Andrew Jimenez, Alex Daddow
Structural Engineering Students For Haiti: A Student-Run, Student-Initiated Organization For The Benefit Of The Haitian People, Andrew Jimenez, Alex Daddow
Architectural Engineering
On August 2nd 2012, a group of 10 students from Cal Poly, San Luis Obispo traveled to Léogâne, Haiti to construct a bell tower for the Saint Rose de Lima Parish. The trip consisted of four days of construction, and three days of touring. The seven days in Haiti were a result of three months of planning by a student-run, student-initiated group called Structural Engineering Students for Haiti, or SESH. The following report documents the planning, execution and lessons learned from this trip. The planning included everything from fund raising to disease prevention. The trip was successful because the bell …
Cal Poly 2013 Brocade Challenge Project Report: Efficient Data Center Design, Kevin Miller
Cal Poly 2013 Brocade Challenge Project Report: Efficient Data Center Design, Kevin Miller
Architectural Engineering
No abstract provided.
Response Surface Method Based On Radial Basis Functions For Modeling Large-Scale Structures In Model Updating, Linren Zhou, Guirong Yan, Jinping Ou
Response Surface Method Based On Radial Basis Functions For Modeling Large-Scale Structures In Model Updating, Linren Zhou, Guirong Yan, Jinping Ou
Civil, Architectural and Environmental Engineering Faculty Research & Creative Works
The Response Surface (RS) Method based on Radial Basis Functions (RBFs) is Proposed to Model the Input-Output System of Large-Scale Structures for Model Updating in This Article. as a Methodology Study, the Complicated Implicit Relationships between the Design Parameters and Response Characteristics of Cable-Stayed Bridges Are Employed in the Construction of an RS. the Key Issues for Application of the Proposed Method Are Discussed, Such as Selecting the Optimal Shape Parameters of RBFs, Generating Samples by using Design of Experiments, and Evaluating the RS Model. the RS Methods based on RBFs of Gaussian, Inverse Quadratic, Multiquadric, and Inverse Multiquadric Are …
Offshore Anchor Piles Under Mooring Forces: Numerical Modeling, Mohamed I. Ramadan, Stephen D. Butt, Radu Popescu
Offshore Anchor Piles Under Mooring Forces: Numerical Modeling, Mohamed I. Ramadan, Stephen D. Butt, Radu Popescu
Architectural Engineering
A parametric study was carried out to study the behavior of offshore anchor piles under mooring forces in dense sand using a three dimensional (3-D) finite element model (FEM). The Mohr–Coulomb plastic model has been used to model the soil, and has been calibrated based on the centrifuge tests discussed in a Ph.D. thesis (published by Ramadan in 2011). The selection of model parameters and comparison of calibrated results with the centrifuge test results are discussed. In the parametric study, different pile lengths and diameters were considered to have different pile–soil rigidities. The pile was loaded at different load inclination …
Flexural And Shear Behavior Of Reinforced Concrete Members Strengthened With A Discrete Fiber-Reinforced Polyurea System, Courtney E. Greene, John J. Myers
Flexural And Shear Behavior Of Reinforced Concrete Members Strengthened With A Discrete Fiber-Reinforced Polyurea System, Courtney E. Greene, John J. Myers
Civil, Architectural and Environmental Engineering Faculty Research & Creative Works
Recent research has been conducted to evaluate the benefits provided by externally applied discrete fiber-reinforced polyurea (DFRP) coating systems. This coating was proposed to allow for ease of construction in repair-retrofit situations and to provide multihazard benefits, ranging from blast or impact fragmentation mitigation to seismic reinforcement and general strengthening. This phase of research investigated the flexural and shear reinforcement capabilities of the systems. Testing parameters included type of structural failure, polyurea, and fiber volume fraction. Additionally, the effects of the thickness of the composite system were considered. Concrete beam specimens were fabricated and coated per the designed test matrix …
The Bridge Newsletter Spring 2013, Missouri University Of Science And Technology
The Bridge Newsletter Spring 2013, Missouri University Of Science And Technology
The Bridge Newsletter
-Bringing unique research capabilities to campus
-From trash into treasure
-Improving wellness
-Raising the roof
Significance Of Geotechnical Loads On Local Buckling Response Of Buried Pipelines With Respect To Conventional Practice, Hiva Mahdavi, Shawn Kenny, Ryan Phillips, Radu Popescu
Significance Of Geotechnical Loads On Local Buckling Response Of Buried Pipelines With Respect To Conventional Practice, Hiva Mahdavi, Shawn Kenny, Ryan Phillips, Radu Popescu
Architectural Engineering
Long-term large deformation geohazards can impose excessive deformation on a buried pipeline. The ground displacement field may initiate pipeline deformation mechanisms that exceed design acceptance criteria with respect to serviceability requirements or ultimate limit states. The conventional engineering approach to define the mechanical performance of pipelines has been based on combined loading events for in-air conditions. This methodology may be conservative, as it ignores the soil effect that imposes geotechnical loads, and also provides restraint, on buried pipelines. The importance of pipeline–soil interaction and load-transfer mechanisms that may affect local buckling of buried pipelines is not well understood. A three-dimensional …
A Novel Approach To Detecting Breathing-Fatigue Cracks Based On Dynamic Characteristics, Guirong Yan, Alessandro De Stefano, Emiliano Matta, Ruoqiang Feng
A Novel Approach To Detecting Breathing-Fatigue Cracks Based On Dynamic Characteristics, Guirong Yan, Alessandro De Stefano, Emiliano Matta, Ruoqiang Feng
Civil, Architectural and Environmental Engineering Faculty Research & Creative Works
During the Service Life of Structures, Breathing-Fatigue Cracks May Occur in Structural Members Due to Dynamic Loadings Acting on Them. These Fatigue Cracks, If Undetected, Might Lead to a Catastrophic Failure of the Whole Structural System. Although a Number of Approaches Have Been Proposed to Detect Breathing-Fatigue Cracks, Some of Them Appear Rather Sophisticated or Expensive (Requiring Complicated Equipment), and Others Suffer from a Lack of Sensitivity. in This Study, a Simple and Efficient Approach to Detecting Breathing-Fatigue Cracks is Developed based on Dynamic Characteristics of Breathing Cracks. First, Considering that Breathing Cracks Introduce Bilinearity into Structures, a Simple System …
A Comparative Study Of The Bond Strength Of Reinforcing Steel In High-Volume Fly Ash Concrete And Conventional Concrete, Mahdi Arezoumandi, Michael H. Wolfe, Jeffery S. Volz
A Comparative Study Of The Bond Strength Of Reinforcing Steel In High-Volume Fly Ash Concrete And Conventional Concrete, Mahdi Arezoumandi, Michael H. Wolfe, Jeffery S. Volz
Civil, Architectural and Environmental Engineering Faculty Research & Creative Works
The production of Portland cement-the key ingredient in concrete-generates a significant amount of carbon dioxide. However, due to its incredible versatility, availability, and relatively low cost, concrete is the most consumed manmade material on the planet. One method of reducing concrete's contribution to greenhouse gas emissions is the use of fly ash to replace a significant amount of the cement. An experimental investigation was conducted to compare the bond strength of reinforcing steel in high-volume fly ash concrete (HVFAC)-concrete with at least 50% of the cement replaced with fly ash-with conventional concrete (CC). This experimental program consisted of 12 pull-out …
Intermittency And Local Dissipation Scales Under Strong Mean Shear, Khandakar Niaz Morshed, Subhas Karan Venayagamoorthy, Lakshmi Prasad Dasi
Intermittency And Local Dissipation Scales Under Strong Mean Shear, Khandakar Niaz Morshed, Subhas Karan Venayagamoorthy, Lakshmi Prasad Dasi
Civil, Architectural and Environmental Engineering Faculty Research & Creative Works
We experimentally probe the local dissipation scale distribution Q(η) and temporal fluctuations of the turbulent kinetic energy dissipation rate ε in the strongly anisotropic flow past a backward facing step. A shift in Q(η) and corresponding reduction in the relative intermittency of ε is observed with increasing mean shear S. We offer physical arguments to elucidate the role of strong shear on the small-scale structure. A local mean-shear dissipation Reynolds number, ReS ≡ {ε}/(S2ν), is proposed that may define a family of universal small-scale structures of turbulence. © 2013 American Institute of Physics.
Performance-Based Engineering Framework For Earthquake And Fire Following Earthquake, Aerik Carlton
Performance-Based Engineering Framework For Earthquake And Fire Following Earthquake, Aerik Carlton
Dissertations, Master's Theses and Master's Reports - Open
The objective for this thesis is to outline a Performance-Based Engineering (PBE) framework to address the multiple hazards of Earthquake (EQ) and subsequent Fire Following Earthquake (FFE). Currently, fire codes for the United States are largely empirical and prescriptive in nature. The reliance on prescriptive requirements makes quantifying sustained damage due to fire difficult. Additionally, the empirical standards have resulted from individual member or individual assembly furnace testing, which have been shown to differ greatly from full structural system behavior. The very nature of fire behavior (ignition, growth, suppression, and spread) is fundamentally difficult to quantify due to the inherent …
Ain Al-Sira Site Analysis, Ehsan Abushadi
Ain Al-Sira Site Analysis, Ehsan Abushadi
Papers, Posters, and Presentations
Site Analysis of Ain al-Sira, for the design of a sustainable school for AENG 453. The site analysis looks at the history of the area, the topography, the water bodies and the situation today. Site analysis of six plots in the area of al-Fustat and Ain al-Sira. Contains brief history of the area, changes in landscape and topography, selection of previous development projects for the area, analysis of growth of landfill, and analysis of water bodies in the area.
Ua61/3 Health Sciences Complex: Nursing & Physical Therapy, Wku Health & Human Services
Ua61/3 Health Sciences Complex: Nursing & Physical Therapy, Wku Health & Human Services
WKU Administration Documents
Booklet describing the Medical Center / WKU Health Sciences Complex facility. Floorplans are included.
Binaural Room Impulse Response Database Acquired From A Variable Acoustics Classroom, Zhao Peng, Siu Kit Lau, Lily M. Wang, Sean Browne, Kenneth P. Roy
Binaural Room Impulse Response Database Acquired From A Variable Acoustics Classroom, Zhao Peng, Siu Kit Lau, Lily M. Wang, Sean Browne, Kenneth P. Roy
Durham School of Architectural Engineering and Construction: Faculty Publications
Room measurements were conducted in a variable acoustics classroom mockup space (epod) at Armstrong World Industries in Lancaster, Pennsylvania, USA. Binaural room impulse responses were measured in the epod using a head and torso simulator. Five reverberation time (RT) scenarios were achieved with various combinations of absorptive wall panels and acoustical ceiling tile. These provided a range of mid-frequency RTs from 0.4 to 1.1 seconds. Three of the five RT scenarios were achieved using two different material configurations to also consider material location effects. For each of the eight material configurations, two student-teacher orientations were tested. One orientation had all …
Effects Of Reverberation And Noise On Speech Comprehension By Native And Non-Native English-Speaking Listeners, Z. Ellen Peng, Lily M. Wang, Siu-Kit Lau, Adam M. Steinbach
Effects Of Reverberation And Noise On Speech Comprehension By Native And Non-Native English-Speaking Listeners, Z. Ellen Peng, Lily M. Wang, Siu-Kit Lau, Adam M. Steinbach
Durham School of Architectural Engineering and Construction: Faculty Publications
Previous studies have demonstrated the negative impact of adverse signal-to-noise-ratios on non-native English-speaking listeners' performance on speech recognition using recall tasks, as well as implied that comprehension skills were more impaired than recognition skills under reverberation and noise. The authors have themselves previously conducted a pilot study on three native and three non-native Englishspeaking listeners to examine the effects of reverberation and noise using speech comprehension tasks. Those results suggested that speech comprehension performance is worse under longer reverberation times (RT), and that a longer RT is more detrimental to speech comprehension by non-native listeners than native listeners. This paper …