Mind The Gap,
2012
Syracuse University
Mind The Gap, Beryl T. Johnsen-Seeberger
Architecture Thesis Prep
"I intend to create these appreciative moments in the context of desired program in the Long Beach Area. Long Beach offers a unique opportunity of density of modes of transportation, and types of people by touching on a major highway, the Port of Long Beach, and an active riverfront. The highway in question, Interstate 710, is one of the most clogged roads in Los Angeles. A major commuter route, it starts at the proposed site. The Port of Long Beach also has a rail yard and loading docks, as well as the start of its major freight train corridor on …
New Land: A Look At Very Large Floating Structures,
2012
Singapore Management University
New Land: A Look At Very Large Floating Structures, Li Peng
Research Collection School of Social Sciences
Very large floating structures(VLFS) are large, tethered buoyantstructures on a body of water.Due to land reclamation, heavysea traffic and a narrow strait tothe north which is shared withMalaysia, Singapore has littleterritorial waters to spare. Theseconsiderations will constrainlarge-scale VLFS deployments.
A Critical Assessment Of Concrete And Masonry Structures For Reconstruction After Seismic Events In Developing Countries,
2012
Portland State University
A Critical Assessment Of Concrete And Masonry Structures For Reconstruction After Seismic Events In Developing Countries, Heather Mcwilliams, Corey T. Griffin
Research-Based Design Initiative
Overview: The infrastructures of developing countries, old and new, are in severe danger of the next natural disaster, only due to the fact that there is zero concern for the overall use of materials. And although the awa reness of poor construction tech niques have been presented, engineers and arch itects are continuously proposing systems tha t are destined to be hazards once the next disaster hits. Not only is the use of concrete economica lly unsustainable, but it is also the most vulnerable material when seismic activity hits the surface. As the international community helps developing countries such as …
The Principles Of Exterior Wall Systems,
2012
Portland State University
The Principles Of Exterior Wall Systems, M. Coon, A. Green, T. Stephens, Zimmer Gunsul Frasca Architects
Research-Based Design Initiative
To assist designers and clients alike in understanding, investigating, and detailing wall systems, Zimmer Gunsul Frasca Architects has created a document known as the Principles of Exterior Wall Systems (PEWS). This assemblage of information highlights their main types of wall systems including rain screens, mass walls, curtain walls and other systems while consisting of graphic models, sections, and diagrams. In an effort to further enhance the PEWS document, an investigation of alternative material options provides additional consideration to provoke conversation and deliberation. This additional materials database documents a variety of different interior and exterior insulation types. Detailing the attributes of …
Efficacy Of Replacement Windows In Building Energy Retrofits: A Post Occupancy Evaluation,
2012
Portland State University
Efficacy Of Replacement Windows In Building Energy Retrofits: A Post Occupancy Evaluation, Chris Rockhill, Heidi Crespi, Corey T. Griffin, Boora Architecture
Research-Based Design Initiative
The thermal performance of replacement windows has made considerable progress in a short time frame. Few studies have been carried out with regard to application of new and retrofit windows to pre-retrofit windows. The goal for this energy retrofit is occupant comfort, as 80% of a buildings energy use goes toward maintaining this standard.Any effort to make this load more efficient is worth investing and warrant post occupancy evaluation to make more informed decisions about future investments. This study gives great insight into the potentials, positives and negatives for utilization and employment of data loggers with thermal couples, infrared thermography, …
A Multi-Performance Comparison Of Long-Span Structural Systems,
2012
Portland State University
A Multi-Performance Comparison Of Long-Span Structural Systems, E. Douville, B. Thompson, Corey T. Griffin, Kpff Consulting Engineers
Research-Based Design Initiative
When a building requires a long span, especially on the ground floor of a multi-story building, the long span often determines the structural system used early in the design pro-cess without any other consideration. Commercial and residential buildings are responsible for roughly 40% of all carbon emissions and energy use, more than any other sector in the USA. Moreover, this excludes the significant energy and emissions required to extract, process, trans-port and assemble building components. Globally, the production of cement alone accounts for 4% of carbon dioxide emissions. Consequently, reducing the environmental impact of building construction and operations is critical …
Comparing The Embodied Energy Of Structural Systems In Parking Garages An Analysis Of Three Built Projects: Cellular Steel, Precast Concrete And Post-Tensioned Concrete,
2012
Portland State University
Comparing The Embodied Energy Of Structural Systems In Parking Garages An Analysis Of Three Built Projects: Cellular Steel, Precast Concrete And Post-Tensioned Concrete, Corey T. Griffin, L. Bynum, A. Green, S. Marandyuk, J. Namgung, Kpff Consulting Engineers
Research-Based Design Initiative
The structure of a typical office building contributes roughly one-quarter to one-third of the total embodied energy. Although the occupation phase of a building’s life cycle currently dominates energy use, as operational energy use is minimized through high-performance design, construction and equipment, embodied energy will play a larger role in the overall energy consumption of a building. Consequently, the structural system should be a primary target for reducing the embodied energy of a building. Parking garages offer an ideal case study for comparing the embodied energy of a variety of structural systems. As above grade parking garages have little operational …
The Role Of Structures In Daylighting Retrofits For Existing Buildings: Exploring An Iterative Workflow For The Schematic Design Phase In Building Retrofits,
2012
Portland State University
The Role Of Structures In Daylighting Retrofits For Existing Buildings: Exploring An Iterative Workflow For The Schematic Design Phase In Building Retrofits, Portland State University. School Of Architecture
Research-Based Design Initiative
Existing buildings, particularly those with deep floor plates, must be retrofitted to reduce electricity consumption. The structural systems of existing buildings can both inhibit and support daylighting retrofits, specifically the use of skylights. This research explores the interactions of structural systems and daylighting through the use of simulation software, specifically the ability of structure to reduce glare by blocking direct sunlight and distributing light more evenly.
Southern Nevada Agency Partnership Cultural Site Stewardship Program – Program Expansion And Steward Retention: Quarterly Progress Report, Period Ending September 30, 2012,
2012
University of Nevada, Las Vegas
Southern Nevada Agency Partnership Cultural Site Stewardship Program – Program Expansion And Steward Retention: Quarterly Progress Report, Period Ending September 30, 2012, Margaret N. Rees
Cultural Site Stewardship Program
- Stewardship transfers site information and personal data to State database
- Regional areas and sites are introduced to state volunteer coordinators
- Core stewardship class will be held October 6 at UNLV
Brazoria, Texas: Water Park Feasibility Study,
2012
University of Texas at Arlington
Brazoria, Texas: Water Park Feasibility Study, Institute Of Urban Studies
Institute of Urban Studies Publications - Archive
No abstract provided.
Youngs, Benjamin Seth, 1774-1855 (Sc 730),
2012
Western Kentucky University
Youngs, Benjamin Seth, 1774-1855 (Sc 730), Manuscripts & Folklife Archives
Manuscript Collection Finding Aids
Finding aid and scan (Click on "additional files" below) for Manuscripts Small collection 730. Copies of a letter written by Benjamin Seth Youngs, South Union, Kentucky to the Ministry, New Lebanon, New York, concerning the design and construction of buildings at South Union.
Computational Modeling Of Baffled Disinfection Tanks,
2012
Missouri University of Science and Technology
Computational Modeling Of Baffled Disinfection Tanks, Zachary H. Taylor, Qing Xu, Jordan M. Wilson, Subhas K. Venayagamoorthy
Civil, Architectural and Environmental Engineering Faculty Research & Creative Works
The present study focuses on understanding the flow dynamics of baffled disinfection contact tanks through the use of computational fluid dynamics (CFD). In particular, we seek to address the key question: for a given footprint of a contact tank with a fixed inlet configuration, how does the hydraulic efficiency of the tank depend on the configuration of internal baffles? The benchmark contact tank geometry in our study is shown in Figure 1. In order to define guidelines for hydraulically efficient baffle tanks, we perform a total of 36 high-resolution three-dimensional simulations to quantify the efficiency of a laboratory scale tank …
Roof Drainage: Not My Problem ... Maybe,
2012
California Polytechnic State University, San Luis Obispo
Roof Drainage: Not My Problem ... Maybe, John Lawson
Architectural Engineering
Many structural engineers are surprised to learn that the International Building Code (IBC, 2009) requires the roof structure to be engineered for standing water weight in the vicinity of the drains and scuppers regardless of roof slope. In addition, some low-slope roofs also require special attention for water weight and stiffness for safety against ponding failures or protection against accelerated roofing deterioration. With a mixture of overlapping design disciplines between the architect, plumbing consultant and structural engineer, proper roof drainage is often not fully addressed in building design and can lead to catastrophic collapse.
The author has been involved as …
Investigating Self-Cooling Effects Of Ventilated Attics Under Different Roof And Ambient Temperatures In Summer,
2012
University of Nebraska-Lincoln
Investigating Self-Cooling Effects Of Ventilated Attics Under Different Roof And Ambient Temperatures In Summer, Zhigang Shen, Shimin Wang
Durham School of Architectural Engineering and Construction: Faculty Publications
An unsteady computational fluid dynamics model is employed to simulate summer-time buoyancy-driven turbulent ventilation in gable-roof attics of residential buildings. The energy performance of vented attics is assessed by comparing their performance to sealed attics with the same geometry and insulation configurations. The simulated boundary conditions of the roof-top temperature ranging between 295.15 K and 345.15 K, coupled with an ambient temperature ranging between 295.15 K and 315.15 K, resemble the summer attic conditions with effects of solar irradiance on the roofs. Simulation results indicate that both the vented and sealed attics are dominated by thermal stratification. The cooling load …
Cal Viva: Assessing The Seismic Vulnerablility Of California's State-Owned Buildings,
2012
California Polytechnic State University - San Luis Obispo
Cal Viva: Assessing The Seismic Vulnerablility Of California's State-Owned Buildings, James Guthrie, Jill Nelson
Architectural Engineering
In the last 20 years, agencies and departments in the State of California have initiated seismic vulnerability programs for state-owned buildings with goals ranging from life safety to reduced post-earthquake disruption. Until now, there has not been an assessment of all state-owned buildings with the goal of identifying and assessing the seismic vulnerability of those buildings needed for response and recovery efforts after an earthquake.
The California Vital Infrastructure Vulnerability Assessment Project (Cal VIVA), sponsored by the California Emergency Management Agency (Cal EMA) and funded through FEMA, has developed a statewide approach to assessing the vulnerability of the state-owned building …
Dendrochemistry Of Multiple Releases Of Chlorinated Solvents At A Former Industrial Site,
2012
Missouri University of Science and Technology
Dendrochemistry Of Multiple Releases Of Chlorinated Solvents At A Former Industrial Site, Jean Christophe Balouet, Joel Gerard Burken, Frank Karg, Don Vroblesky, Kevin T. Smith, Håkan Grudd, Anders Rindby, François Beaujard, Michel Chalot
Civil, Architectural and Environmental Engineering Faculty Research & Creative Works
Trees Can Take Up and Assimilate Contaminants from the Soil, Subsurface, and Groundwater. Contaminants in the Transpiration Stream Can Become Bound or Incorporated into the Annual Rings Formed in Trees of the Temperate Zones. the Chemical Analysis of Precisely Dated Tree Rings, Called Dendrochemistry, Can Be Used to Interpret Past Plant Interactions with Contaminants. This Investigation Demonstrates that Dendrochemistry Can Be Used to Generate Historical Scenarios of Past Contamination of Groundwater by Chlorinated Solvents at a Site in Verl, Germany. Increment Cores from Trees at the Verl Site Were Collected and Analyzed by Energy-Dispersive X-Ray Fluorescence (EDXRF) Line Scanning. the …
Framework For Formative Assessment Learning Strategies In Built Environment Higher Education Programmes,
2012
Technological University Dublin
Framework For Formative Assessment Learning Strategies In Built Environment Higher Education Programmes, Lloyd Scott, Christopher Fortune
Conference papers
Formative assessment has begun to be recognized as a driving force for enhancing student learning. This paper addresses the context of Built Environment (BE) undergraduate programmes and the findings from a research project in the context of the changing Higher Education (HE) environment. The analysis of the literature on formative assessment shows that there is a common concern among the educational researchers about the function and position of assessment in HE today. The overall aim of this research is to contribute to an improvement in the quality of student learning in BE undergraduate education through the development of a theoretical …
Review Of Richard Longstreth, The American Department Store Transformed, 1920-1960,
2012
California Polytechnic State University - San Luis Obispo
Review Of Richard Longstreth, The American Department Store Transformed, 1920-1960, Bruno Giberti
Architecture
No abstract provided.
Magnetic Field Design Reliable Data For Magnetic Field Design In Magnetorheological Elastomer Damping Applications Is Essential For Accurate And Cost-Efficient Operation,
2012
Technological University Dublin
Magnetic Field Design Reliable Data For Magnetic Field Design In Magnetorheological Elastomer Damping Applications Is Essential For Accurate And Cost-Efficient Operation, Dave Gorman, Stephen Jerrams, Ray Ekins, Niall Murphy
Conference Papers
No abstract provided.
An Experimental Study On Bond Strength Of Reinforcing Steel In Self-Consolidating Concrete,
2012
Missouri University of Science and Technology
An Experimental Study On Bond Strength Of Reinforcing Steel In Self-Consolidating Concrete, Trevor J. Looney, Mahdi Arezoumandi, Jeffery S. Volz, John J. Myers
Civil, Architectural and Environmental Engineering Faculty Research & Creative Works
An experimental investigation was conducted to compare the bond strength of reinforcing steel in self-consolidating concrete (SCC) with conventional concrete (CC). This study investigated two different compressive strengths of SCC as well as CC. the experimental program consisted of 24 pull-out specimens as well as 12 full-scale beams (three for each concrete type and strength). the pull-out specimens were based on RILEM recommendations, and the beam specimens were tested under a simply supported four-point loading condition. the CC test results served as a control and were used to evaluate the results from the SCC pull-out and beam specimen tests. Furthermore, …
