Architectural Engineering Commons^™

Distribution Of Chord Forces In Large Panelized Wood Roof Diaphragms, Weichang Pang, Chun Ni, John Lawson, Sami Pant

Architectural Engineering

Flexible wood roof diaphragms are very common in the United States, both for residential buildings and large-scale commercial buildings. Due to its simplicity, the traditional diaphragm design method is commonly used in diaphragm design, in particular for the design of diaphragms with relatively small dimensions. The traditional diaphragm design method assumes the axial chord forces developed in framing members under in-plane loading are carried only by the perimeter elements. This method has always been thought to be a conservative design method, especially when applied to large diaphragms. In recent years, the engineering community began to question the applicability of the …

Numerical Framework For Seismic Collapse Assessment Of Rigid Wall-Flexible Diaphragm Structures, M. Koliou, A. Filiatrault, D.J. Kelly, John W. Lawson

Architectural Engineering

This study focuses on the development of a two dimensional (2D) simplified numerical framework of rigid wall-flexible diaphragm (RWFD) structures that can be used to validate seismic design approaches. This type of low-rise industrial buildings, which is widely used in North America, incorporates rigid in-plane concrete or masonry walls and flexible in-plane wood, steel or “hybrid” roof diaphragms. The numerical modeling is detailed enough to capture the nonlinear seismic response of RWFD buildings, but simplified enough to efficiently conduct a large number of nonlinear time-history dynamic analyses. The 2D numerical modeling framework is based on a three step sub-structuring approach …

Development Of Seismic Design Methodologies For Rigid Wall-Flexible Diaphragm Structures, John W. Lawson, D. J. Kelly, M. Koliou, A. Filiatrault

Architectural Engineering

Evidence indicates that the dynamic behavior of Rigid Wall – Flexible Diaphragm (RWFD) structures is dominated by the diaphragm’s response instead of the walls’ response, and this is a significant departure from the underlying assumptions of the widely used equivalent lateral force method in current building codes. RWFD buildings are common in North America and other parts of the world, and incorporate rigid in-plane concrete or masonry walls and flexible in-plane wood or steel roof diaphragms. With the use of a numerical computer modeling framework developed specifically for this type of building, this study sets out to investigate the seismic …

Examining The Applicability Of Design Methods For Large Panelized All-Wood Roof Diaphragms Under Seismic Loading, W. Pang, S. Pant, C. Ni, John W. Lawson

Architectural Engineering

The use of flexible roof diaphragms is very common in the United States, both for residential buildings and large-scale commercial buildings. Due to its simplicity, the traditional diaphragm design method is commonly used in diaphragm design, in particular for the design of diaphragms with relatively small dimensions. The traditional diaphragm design method assumes the axial chord forces developed in framing members under in-plane loading are carried only by the perimeter elements. The traditional diaphragm design method has always been thought to be a conservative design method, especially when applied to large diaphragms. In recent years, the engineering community began to …

No Admixture, Sustainable, Self-Consolidating Grout, Craig Baltimore, James P. Mwangi, Eric W. Bateman

Architectural Engineering

The consolidation of grout in concrete masonry unit (CMU) walls is labor-intensive. Also, the grout’s Portland cement content has a high embodied energy demand – a non-sustainable characteristic. For the labor-intensive issue, chemical admixture self-consolidating grouts have been used in walls 12.67 ft. (3.86 m) tall, however the chemical additive can impose new limitations on the grout (non-robust characteristics). No admixture self-consolidating grout with high percentage Portland cement replacement have potential for robust and sustainable application. This paper reports on the consolidation of no admixture self-consolidating grout made by substituting high percentages of Portland cement with Type-F fly ash and/or …

Using K’Nex To Teach Large Scale Structures To Architects And Constructionstudents, Allen C. Estes, Craig Baltimore

Architectural Engineering

The College of Architecture and Environmental Design at California Polytechnic State University in San Luis Obispo (Cal Poly SLO) is the only college in the nation that includes architecture (ARCH), architectural engineering (ARCE) and construction management (CM) programs in the same college. Given the unique mix of disciplines and the emphasis on interdisciplinary collaboration, the ARCH and CM students take a five-course structural engineering sequence from the ARCE department. A challenge of these courses is to maintain some degree of computational rigor while offering a broader perspective that will benefit the ARCH and CM students. This paper reports on one …

New Civil Engineering Program Criteria: How The Sausage Is Being Made, Allen Estes, Thomas A. Lenox

Architectural Engineering

The American Society of Civil Engineers organized the Civil Engineering Program Criteria Task Committee in October 2012 whose charge is to determine if the current ABET Civil Engineering Program Criteria (CEPC) should be changed to reflect one or more of the 24 outcomes of the second edition of the Civil Engineering Body of Knowledge published in 2008. After over a year of conference calls and face to face meetings, the committee has drafted and disseminated a proposed CEPC. This paper chronicles the development of the proposed criteria by sharing a review of the literature, the committee’s methodology and process, the …

Summary Of Large-Scale C-Shaped Reinforced Concrete Wall Tests, Anahid A. Behrouzi, Andrew Mock, Laura Lowes, Dawn Lehman, Daniel Kuchma

Architectural Engineering

Flexural concrete walls (i.e., walls the yield in flexural prior to failure) are used commonly as the lateral load resisting system for mid‐ and high‐rise buildings on the West Coast. They are relatively stiff under service‐level loading, can take on various configurations to accommodate architectural constraints, and are generally assumed to exhibit ductile response under severe earthquake loading. Despite heavy reliance on concrete walls, relatively little research has been done to investigate the earthquake performance of walls with modern design details. Few data exist characterizing the performance of modern walls under variable levels of earthquake loading or the impact of …

Summary Of Large-Scale Nonplanar Reinforced Concrete Wall Tests, Anahid A. Behrouzi, Andrew Mock, Laura Lowes, Dawn Lehman, Daniel Kuchma

Architectural Engineering

Nonplanar wall configurations are prevalent in engineering practice, yet relatively little research has addressed nonplanar walls and the earthquake response of these components remains poorly understood. A recent experimental test program conducted by the authors investigated the earthquake response of modern, ACI Code compliant C‐shaped walls subjected to unidirectional and bidirectional lateral loading. To compare the results of this study with previous experimental investigations conducted by others, this document examines laboratory tests of slender nonplanar walls available in the literature. Response histories, damage patterns, drift capacity and failure mechanisms are used to characterize the behavior of each nonplanar wall test …

Empirically Derived Effective Stiffness Expressions For Concrete Walls, Andrew Mock, Anahid A. Behrouzi, Laura Lowes, Dawn Lehman, Daniel Kuchma

Architectural Engineering

In most cases, analysis to determine component demands for seismic design of concrete buildings employs linear elastic models in which reduced, effective component stiffnesses are used. This document i) reviews the recommendations for defining the effective flexural, shear and axial stiffness of concrete walls that are included in current design codes, standards and guidelines and ii) compares these recommendations with stiffness expressions derived directly from experimental data by the authors and others. Section 2 reviews existing empirically derived and code‐, standard‐, and guideline‐based expressions for the effective stiffness of concrete walls. Section 3 presents the process used by the authors …

Cost Analyses And Benefit Studies For Earthquake-Resistant Construction In Memphis, Tennessee, John W. Lawson, John R. Hayes, Jr., Steven L. Mccabe, Matthew Speicher, James R. Harris

Architectural Engineering

The cost premium for earthquake-resistant construction is of great interest in regions that have significant seismic hazard, but have not suffered serious damage from earthquakes in the memories of people now living. The middle Mississippi River Valley was struck by very large earthquakes in 1811 and 1812, and scientific study has found evidence of multiple large earthquakes prior to that. This history indicates that the risk for loss of human life due to earthquake hazard in the region is high.

Brocade & Cal Poly Project Challenge, Andy Vallejo

Architectural Engineering

No abstract provided.

Teaching Archtecture, Engineering And Construction Disciplines: Using Various Pedagogical Styles To Unify The Learning Process, Jill Nelson, John W. Lawson

Architectural Engineering

The Architectural Engineering Department at the California Polytechnic State University, San Luis Obispo (Cal Poly) teaches introductory sophomore level statics and mechanics of materials courses to students in three departments in the College of Architecture and Environmental Design. These courses are unique in that students in the Architectural Engineering Department share coursework with students in the Architecture and Construction Management Departments. While learning and problem solving in these multidisciplinary courses have many advantages, they also offer many challenges. The learning preference of the students in these three distinctly different disciplines requires a fresh approach to the course structure. The courses …

A Structural Engineering Master's Program -- The Trials And Tribulations, Cole C. Mcdaniel, Allen Estes

Architectural Engineering

This paper is specifically intended for the advertised session in the CE Division on “current issues affecting graduate CE programs such as double dipping, accreditation of masters programs, combined MS/BS degree, research versus practice oriented masters degrees, etc.” California Polytechnic State University in San Luis Obispo (Cal Poly) is a predominately undergraduate university. Cal Poly has recently expanded master’s level graduate programs to support advanced education and faculty-student professional development opportunities. The Architectural Engineering Department in the College of Architecture and Environmental Design (CAED) started a structural engineering master’s degree program six years ago and has graduated five separate classes. …

Interdisciplinary Design - Forming And Evaluating Teams, Allen Estes, Brent Nuttall, Jill Nelson P.E., Margot Mcdonald, Gregory F. Starzyk Jd

Architectural Engineering

The College of Architecture and Environmental Design at California Polytechnic State University has offered an upper division, interdisciplinary experience for every student in the form of a project based, team oriented five unit studio laboratory. The course is now in its fifth year and requires small teams of architecture, engineering and construction students to complete the schematic level design of an actual building for a real client. The quality of the projects and student deliverables has been outstanding and students are clearly meeting the objective to prepare an integrated building design. The other course objective is to function as a …

Performance Of No Vibration / No Admixture Masonry Grout Containing High Replacement Of Portland Cement With Fly Ash And Ground Granulated Blast Furnace Slag, James P. Mwangi, Craig V. Baltimore Dr, Eric W. Bateman

Architectural Engineering

When hollow concrete masonry is used for construction in high seismic regions, structural designs typically require fully grouted walls. For a fully grouted 203x203x406 mm (8x8x16) concrete masonry unit (CMU), 52 percent of total volume is grout. Grouting process is labor-intensive, time consuming and has a high energy demand due to requirements of consolidation in each and subsequent grout lifts. Self-consolidating grout with admixtures has been successfully used without segregation in walls of up to 3.86 m (12.67 ft.) in height. Investigation of self-consolidating grout mixes without admixtures has potential for sustainability improvement. This paper reports on the compression strength …

Cal Poly Brocade Challenge 2013, Chandler Morehardt, Alexa Coburn, Juan Silva, Kerry Sun, Greg Wang, Raul Chagoya, Jd Torres

Architectural Engineering

No abstract provided.

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 …

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 …

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

Architectural Engineering

No abstract provided.

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 …

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 …

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 …

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 …

Instruction Manual: Photogrammetry As A Non-Contact Measurement System In Large Scale Structural Testing, Anahid A. Behrouzi, Rhu Li

Architectural Engineering

Photogrammetry is a non-contact measurement method that is being used in large scale structural experimentation to extract information about the overall geometry of the specimen as well as the XYZ motion of select points on the structure during testing. This is possible through the use of high-resolution still cameras that capture several photographs of the specimen and are processed using photogrammetric software. The following document will focus specifically on the application of PhotoModeler® as the image post-processing tool. This instruction manual aims to provide guidance to researchers who would like to adopt photogrammetric techniques to acquire experimental test data, especially …

Civil Engineering Program Evaluator Reflections: The Most Recent Lessons Learned, Karl F. Meyer, Allen Estes, Paul Francis Mlakar

Architectural Engineering

For the 2011-2012 ABET accreditation cycle, a number of changes across the criteria have impacted the way in which programs must approach their accreditation efforts.1 The most significant change is related to the reporting of assessment activities and their use for program improvement. For the first time this year, assessment results of program educational objectives and student outcomes are reported in Criterion 4, Continuous Improvement. Additionally, there have been changes to the former Criterion 9, Program Criteria. The Program Criteria is no longer numbered, but more importantly, contains some fairly significant changes impacting the assessment of student performance. The changes …

Interdisciplinary Capstone Design: Architects, Structural Engineers, And Construction Managers, James Guthrie, Allen Estes, Jill Nelson, Brent Nuttall

Architectural Engineering

The College of Architecture and Environmental Design at California Polytechnic State University in San Luis Obispo is the only college in the nation that has departments of Architecture, Architectural Engineering, Construction Management and Landscape Architecture in the same college. The institution has a 60 year tradition of collaboration between the engineering, architecture and construction disciplines, particularly at the lower division level. To enhance this collaboration, the college committed to providing an upper division, interdisciplinary experience to every student in the form of a project based, team oriented five unit studio laboratory that every student would take. The course is now …

College And Industry Partnerships: The Samé, Tanzania Polytechnic And Weld Quality, Craig Baltimore, Allen C. Estes

Architectural Engineering

No abstract provided.

Ten Years Of Abet Ec 2000: One Person's Reflections, Allen Estes

Architectural Engineering

ABET accreditation criteria changed substantially at the turn of the century changing from a prescriptive, curricular-based standard to an outcomes-based approach for accreditation. The new system named Engineering Criteria (EC) 2000 required engineering programs to consult with their constituencies to establish program objectives and outcomes that define what their graduates will attain several years after graduation and at the time of graduation, respectively. The accreditation process involves assessing the degree to which graduates are attaining these outcomes and objectives and using the results to make changes and continuously improve the program. Most engineering programs have now been through two cycles …