Engineering Commons^™

Str-978: A Hysteresis Model For The Piston-Based Self-Centering Bracing System Considering Residual Deformation, A. B. M. Haque Rafiqul, Siriwut Sasibut, Feng Rong, M. Shahria Alam

Canadian Society for Civil Engineering

A load deformation hysteresis model has been developed for the piston based self-centering (PBSC) bracing system. This bracing system utilizes shaft-piston mechanism for transferring load to its core energy dissipating elements, which are made of Nickel Titanium alloy (NiTinol) bars. These bars provide the brace its strength as well as the self-centering capability. Although in theory, the NiTinol based shape memory alloy bars are supposed to come back to their original shape after large nonlinear deformations, in reality, they experience residual deformation. The hysteresis models, which are currently available for capturing the behavior of self-centering systems, are known as flag …

Str-987: Analysis Of Rectangular Hollow Section Trusses With Overlapped K-Connections, Kyle Tousignant, Jeffrey A. Packer

Canadian Society for Civil Engineering

A ten-metre span, simply-supported, overlap-jointed, rectangular hollow section (RHS) Warren truss was tested elastically by applying a single quasi-static point load to various chord panel points to obtain experimental axial force, bending moment, and truss deflection patterns. A total of 53 axial forces and bending moments were measured in the chord and web members during two tests, and deflections at panel points along the bottom chord were measured during a broader series of nine tests. The theoretical behaviour given by practical frame analysis models, consisting of: (i) all joints pinned and concentric; (ii) all joints rigid and concentric; (iii) pin-ended …

Str-988: Post-Fire Residual Strength Of Glass Fibre Reinforced Polymer (Gfrp) Bars, Hamzeh Hajiloo, Mark F. Green

Canadian Society for Civil Engineering

Lack of reliable and adequate information on material characteristics of glass fibre reinforced polymer (GFRP) at elevated temperatures lowers the accuracy of analytical and design models developed to predict the behaviour of GFRP reinforced concrete members. There is an essential need to assess the remaining strength of bridge and building components after exposure to fire to determine if repair or replacement is required. This paper presents experimental results of a series of tensile tests on GFRP reinforcing bars after exposure to elevated temperatures. GFRP specimens with nominal diameter of 16 mm were exposed to different temperatures in an electric furnace. …

Str-990: Sustainable Grouted Helical Piles: Materials And Performance, Mohamed A. A. Mansour, Moustafa Aboutabikh, Ahmed M. Soliman, M. Hesham El Naggar

Canadian Society for Civil Engineering

Cementitious materials are widely used as a construction material all over the world. However, cement industry has high environmental impact such as the release of CO2 and the consumption of natural resources for its manufacturing energy. Therefore, reducing cement consumption is vital to achieve sustainable green construction practices. In this study, the effects of using treated oil sand waste (TOSW) as a partial replacement of cement in grouted helical pile applications were investigated. Fresh and hardened properties of the green grout incorporating different percentages of TOSW were evaluated. In addition, a model scale grouted helical pile with the green grout …

Str-992: Damage Detection Of Uhp-Frc Plates Using Random Decrement Technique, Azita Pourrastegar, Hesham Othman, Hesham Marzouk

Canadian Society for Civil Engineering

This paper is about structural health monitoring using Random Decrement (RD) technique for Ultra High Performance Fiber Reinforced Concrete (UHP-FRC) slabs. Five simply supported slabs with identical dimensions are tested using low-velocity impact technique. Multi-impact load is applied at the mid-point of the UHP-FRC slabs by dropping a 475 kg steel weight from a constant height of 4.15 m. Two parameters are considered: namely: the steel reinforcement ratio, and the steel fiber volume content. The natural frequencies (eigenvalues) and corresponding mode shapes (eigenvectors) of tested plates are extracted numerically using linear perturbation analysis available in ABAQUS (Lanczos solver) to verify …

Str-993: Behaviour Of Fire-Damaged Engineered Timber Beams, Hailey Quiquero, John Gales

Canadian Society for Civil Engineering

Recently in Canada, the national building code has been amended to include mid-rise engineered timber buildings. The code also contains an allowance for Alternative Solutions, in which taller and more complex engineered timber structures may be built with sufficient research and proof of performance. For sustainable material use in infrastructure, an environmentally conscious population is motivating the employment of new engineered timber constructions. The purpose of this study is to investigate the behaviour of timber members, specifically glulam, before and after fire damage to inform future testing of large-scale engineered timber building systems. The experiments provide valuable data with …

Str-991: Energy Harvesting Methods For Structural Health Monitoring Using Wireless Sensors: A Review, Srishti Banerji, Ashutosh Bagchi, Shervin Khazaeli

Canadian Society for Civil Engineering

Structural Health Monitoring (SHM) implies monitoring the performance of structures using sensors to get an advance warning of the loss of structural capacity or potential collapse. Wireless-sensor based monitoring system is found to be advantageous over traditional wire-based system because of their ease of implementation and maintenance. However, power supply is an important concern for wireless sensors used in monitoring of civil engineering structures. While there are different efficient power usage methods and power supply solutions available for wireless sensors, their applications to SHM systems for civil infrastructure are not standardized. Energy harvesting by means of converting energy from the …

Str-994: Investigation Of L-Shaped Low-Rise And High-Rise Buildings Response To Nbcc 2005 And 2010 Seismic Loads, Ahmed Hamada, Ashraf A. El Damatty

Canadian Society for Civil Engineering

The current study builds on a previous study conducted by the authors that investigated the seismic provisions of the National Building Code of Canada (NBCC) 2005 and 2010, pertaining to the loading and analysis of irregular L-shaped buildings. The study uses low-rise and high-rise L-shaped buildings as case studies. Three-dimensional finite element models of the two irregular L-shaped buildings were developed and discussed in the previous study. The lateral resisting system of the low-rise buildings consists of concrete shear walls, while the high-rise building consists of a combination of concrete shear walls and concrete rigid frames. Low and high-rise concrete …

Str-995: Calibration Of An Analytical Method For Vehicle-Induced Vibrations On Flexible Bridges, Zachary J. Taylor, Pierre-Olivier Dallaire, Marco Accardo, Christian Mercier, Martin Talbot, Stoyan Stoyanoff

Canadian Society for Civil Engineering

The results of full scale trials of heavy vehicle-induced vibrations on the Pierre Laporte Bridge are presented. The Pierre Laporte Bridge spans approximately 1 km having the longest main span of any suspension bridge in Canada. The tests were performed during short periods of complete bridge closure on October 27 and 28, 2014. During the tests, the acceleration of the bridge was recorded at multiple locations in addition to measurements of the vertical and pitching accelerations of the testing vehicle itself. The results of these tests are used to calibrate an analytical tool developed to screen bridge designs for potential …

Str-996: Optimization For Bridge Type Selection Using Artificial Neural Networks, Elie M. Otayek, Ahmad Jrade

Canadian Society for Civil Engineering

Many Researchers have attempted to establish a methodology for the selection of bridge type in a systematic manner. Knowledge based systems (KBS) and other Expert Systems (ES) have been used for this purpose but they have some limitations and restrictions. This paper proposes a methodology to implement a Decision Support System (DSS) in an artificial intelligent environment that aims to suggest a bridge type with its main components at the conceptual design phase, based on the characteristics and performance of existing and similar bridges in order to predict the performance of proposed ones that have been analyzed by decision makers …

Str-997: Instrumentation And Long-Term Monitoring Of An Integral-Abutment Bridge Superstructure, Shelley A. Huntley, Arun J. Valsangkar

Canadian Society for Civil Engineering

Strain gauges were installed in the girders and deck of an integral abutment bridge to determine the behaviour of the superstructure to daily and seasonal thermal fluctuations. The two-span, 76 m-long bridge has no expansion joints; rather, the prestressed-concrete girders are cast directly into the abutments which are in turn supported by flexible pile foundations. Details of field instrumentation along with monitored data over a period of eight years are presented in this paper. Gauges measured the longitudinal strain in the girders and deck and were positioned at different elevations to provide a strain distribution across the superstructure depth. From …

Str-998: Design Of Fiber-Reinforced Tunnel Segmental Lining According To New Aci Report, Mehdi Bakhshi, Verya Nasri

Canadian Society for Civil Engineering

Fiber reinforcement has emerged as an alternative to steel bars in precast concrete segments due to advantages such as saving cost and reducing production time while developing a more robust product with improved handling and long-term durability. ACI recently drafted a new report as the first design guideline on FRC tunnel segments to provide specific guidance for this emerging technology. This document offers general information on the history of FRC precast segments from tunneling projects throughout the world; a procedure for structural analysis and design based on governing load cases, and a description of the material parameters, tests and analyses …

Str-999: Intelligent Monitoring System Reveals New Information About The Champlain Bridge, Ehsan Sobhani, Armineh Garabedian, Dominic Lavigne, Chakib Kassem, René Tinawi

Canadian Society for Civil Engineering

The Champlain Bridge, constructed in 1957, is one of Canada’s busiest and most economically critical bridges. This 3.4km-long bridge consists of as many as 50 simply supported spans, 50 to 53 m long, plus an elevated truss structure over the Saint Lawrence Seaway. Each span has a cross-section of seven precast post-tensioned girders supporting cast-in-place infill strips that constitute a deck with six traffic lanes. Like many other structures, Champlain Bridge is subjected to environmental, traffic or hydrological loads, which adversely affect the structural condition of the bridge. This structural degradation is further accelerated for the Champlain Bridge due to …

Tra-901: Optimizing The Location Of Road Weather Information Systems (Rwis) Stations – A Sampling Design Optimization Approach, Tae J. Kwon, Liping Fu, Stephanie J. Melles, Max S. Perchanok

Canadian Society for Civil Engineering

This study presents an innovative approach to the design of a road weather information monitoring system (RWIS) that optimally combines spatial data on weather-related road surface conditions with data on traffic volume over a state-wide road network. The optimization method minimizes the spatially averaged ordinary kriging variance of hazardous road surface condition (HRSC) frequencies. Since it is desired that an RWIS should also be located at high traffic demand areas, road class data is implemented in the optimization process. Spatial simulated annealing (SSA) is used to search for the optimal RWIS network design by iteratively examining each possible location and …

Tra-904: Road Mortality Hot Spots Of Turtles: A Three-Year Ministry Of Transportation Study In Brant County, Ontario, Will Van Hemessen, Julie Scott, Tisha Doucette, Kirstie Houston

Canadian Society for Civil Engineering

Road mortality has a significant depressive effect on turtle populations in southern Ontario and mitigation measures to reduce turtle road mortality are therefore increasingly being incorporated into road construction projects in the province. This has included the installation of “ecopassages” beneath roadways which enable turtles and other animals to safely move between habitats. These measures are most effective if they are installed at locations with frequent turtle movement and high road mortality rates. We conducted a detailed multi-seasonal survey of turtle road mortality in order to identify mortality “hot spots” along a 4.85 km stretch of highway in Brant County, …

Tra-905: Encountering Rainbow Mussel, A Species At Risk, During Construction Of A Stormwater Management Facility, Robert Ginson, Courtney Beneteau, Tisha Doucette

Canadian Society for Civil Engineering

Many freshwater mussels in the Ontario-Great Lakes Area are considered Species at Risk (SAR) and these are increasingly influencing planning, implementation, and monitoring of infrastructure projects near watercourses. In 2010, the City of London commissioned an on-line Stormwater Management Facility in the Stoney Creek watershed in the form of an Erosion Control Wetland. Design objectives included: creation of additional water storage in the floodplain, prevent erosion in the downstream watercourse, and reclaim natural heritage features lost during infrastructure development. Erosion and sediment controls were applied during construction; however, storm events in December 2011 washed out a section of bank that …

Tra-910: Connected Vehicle V2i Communication Application To Enhance Driver Awareness At Signalized Intersections, Mostafa Mohammed, Yahui Ke, Jie Gao, Hui Zhang, Karim El-Basyouny, Tony Z. Qiu

Canadian Society for Civil Engineering

This study introduces a Vehicle-To-Infrastructure (V2I) architecture to enhance driver awareness at signalized intersections. The main objectives are to (i) provide a proof-of-concept field experiment on the use of V2I communication architecture at a signalized intersection and (ii) evaluate the impact of V2I communication on improving driver performance while crossing the intersection. The proposed V2I communication application will relay an advisory auditory message to the driver regarding the status of the traffic signal. It is expected that driver behaviour is going to change as a result of the in-vehicle audible message. Consequently, the proposed application will collect additional driver performance …

Tra-912: Barn Swallow (Hirundo Rustica) Nesting Habitat, Use Of Bridges And Culverts And Other Structures, And Implications To Infrastructure Projects In Ontario, Sean Spisani, Matt Bruder

Canadian Society for Civil Engineering

Barn Swallow is a medium-sized song bird that is approximately 15 to 18 cm long, which feeds on flying insects. They are easily recognized by their blue glossy back and upper wings, rusty- orange forehead and throat, brownish underbelly, and their deeply forked tails. In Ontario, they are most common in southern and central Ontario but occur as far north as Hudson Bay (COSSARO 2011). Barn Swallows nest on walls or ledges of barns and on other human-made structures such as bridges, culverts or other buildings (Lepage 2007). Barn Swallow often nest in small colonies of 2 to 59 nests …

Tra-914: Tdm To Promote Sustainable Commuting – An Employer’S Perspective, Sarah Hanson, Kevin Phillips

Canadian Society for Civil Engineering

There is a comprehensive transportation consulting industry across Canada that provides engineering services for highway and roadway design, environmental assessments, traffic engineering, etc. that all contribute to the development of our transportation infrastructure. However, as leaders in transportation planning and engineering, these transportation consultants must also strive to ‘practice what we preach’ in terms of promoting sustainable transportation solutions in our communities and in our daily lives. The purpose of this presentation is to examine the Travel Demand Management (TDM) initiatives that our AECOM Richmond Hill office has implemented to promote more sustainable work related commuting, and to present a …

Tra-919: A Survey-Based Approach To Understanding Resilience Implications Of Disruption To Transit Operation, Jenessa Man, Aarshabh Misra, Siva Srikukenthiran, Amer Shalaby

Canadian Society for Civil Engineering

Recent surge in academic and industry-related interest in transit resilience can be partly attributed to the occurrence and impact of disruptive events like Hurricane Sandy, Hurricane Katrina and the July 2005 London bombings. Such events have served not only to highlight the vulnerabilities of our public transit systems to natural disasters, targeted attacks and, broadly speaking, unexpected conditions, but also to garner interest in resilience-based approaches to mitigate and recover from the damage caused. In spite of recent gains in developing better understanding of transit resilience, substantial gaps remain in establishing a clear relationship between resilience and transit planning. This …

Tra-927: The Evolution Of Reptile Mitigation Measures On Highway 69, Terri Rogers

Canadian Society for Civil Engineering

MTO is actively expanding Highway 69 from a two-lane rural highway to a four-lane controlled access freeway. This is being completed through the eastern Georgian Bay area, some of the most pristine habitat for numerous species at risk reptiles. MTO obtained a permit under the Endangered Species Act for the project, prescribing extensive mitigation measures, including a requirement to prevent snakes and turtles from accessing the highway while still being able to access habitat on both sides.

To fulfill this condition, MTO is constructing one of the most permeable highways in Canada. At this stage, MTO has completed 13 passage …

Tra-928: Fish Barrier Mitigation Of An Oversteepened Culvert Within Saugeen First Nation Reserve, Robert A. Amos, Courtney Beneteau, Tisha Doucette, Dan Green, Kirstie Houston, Adele Mochrie, Valerie Nantais, Dave Penny, Doran Ritchie

Canadian Society for Civil Engineering

A deteriorated concrete box culvert conveying a tributary of the Saugeen River under Highway 21 in Ontario had reached the end of its lifespan and was in need of replacement. The tributary supports a diverse range of coldwater fish species such as Rainbow Trout; however, fish passage, particularly upstream migration, has been cut off since the culvert and highway were constructed over seventy-five years ago. Specifically, fish passage has been hindered by shallow sheet flow along the sixty metre flat bottom, excessive velocities associated with the smooth, seven percent gradient, and a perched barrier at the downstream outlet. A key …

Tra-929: A Standard Lexicon To Measure The Level Of Service Of Public Transportation Services Through Online Transit-Oriented Discussions, Moein Hosseini, Tamer El-Diraby, Amer Shalaby

Canadian Society for Civil Engineering

Public involvement in operation and planning of transit services is becoming a major focus of public transportation agencies. With the growing population and diversification of ideas, distilling knowledge from public opinion to incorporate into decision support systems is a major challenge for transit agencies. The common practice is to collect information from customers via Customer Satisfaction Surveys (CSat). Although such surveys provide useful insight for transit agencies, their design, data collection, and interpretation is expensive and time consuming. Because of the qualitative nature of the questions in these surveys, inconsistency in respondents’ perception of the survey questions is another challenge. …

Tra-913: Bat Species At Risk And Implications To Infrastructure Projects In Ontario, Melissa Straus, Nicole Kopysh, Andrew Taylor

Canadian Society for Civil Engineering

The Ontario Endangered Species Act (ESA 2007) provides protection of listed bat species and their habitat, including Eastern Small-footed Myotis (Myotis leibii), Little Brown Myotis (Myotis lucifugus), and Northern Myotis (Myotis septentrionalis); all of which have been identified as Endangered. The Tri-coloured Bat (Perimyotis subflavus) is currently under review and may be identified at risk in the near future. Bats are listed as a result of the spread of White-nose Syndrome (WNS), a fungal pathogen that has resulted in mass mortality events within hibernation sites. Through the use of two case studies …

Tra-930: Transit User Behaviour In Response To Subway Service Disruption, Teddy Lin, Amer Shalaby, Eric Miller

Canadian Society for Civil Engineering

Disruption of transit service is a common occurrence in many cities around the world, and these incidents may have serious impacts on the transit user’s journey. Transit user behavioural response under disrupted service conditions, specifically how transit riders choose among available mode options to complete their trips, is not well understood. Mode choice studies often lack proper consideration of travel time variability and uncertainty in such situations, neither do they fully account for some options considered by users, such as waiting, taking a shuttle bus, or cancelling the trip. This study aims to investigate transit user mode choice in response …

Tra-931: Using Ground Penetrating Radar (Gpr) To Identify Turtle Nests, Richard Korczak, Matt Bruder, Sean Spisani

Canadian Society for Civil Engineering

Many turtle species are considered species at risk in Ontario and Canada. Legislation and policy protects individuals, habitats and nests. Turtles nest in areas with sand and gravel and other loose substrates, with suitable sunlight and good drainage, including roadsides, and other disturbed areas. The presence of nests may pose constraints to construction and operation of roads and other engineering projects in Ontario.

Throughout Ontario, turtles have been observed to nest in the embankments and gravel shoulders of roadways located near wetlands. The ease of access to these nests enables the use of non-destructive technologies, such as Ground Penetrating Radar …

Tra-932: Planning For Goods Movement: Ontario's Freight-Supportive Guidelines & Off Peak Deliveries Pilot, Robin Kortright, Lucy Kang

Canadian Society for Civil Engineering

As communities grow and change it has become increasingly important to understand, plan and design for the movement of freight in order to maintain goods movement efficiency and the economic competitiveness of communities, while integrating and balancing the needs of other transportation system users and the compatibility of surrounding land uses. The Ontario Ministry of Transportation has developed Freight-Supportive Guidelines to assist municipalities, planners, engineers, developers and other practitioners in creating safe and efficient freight-supportive communities. The Guidelines provide land use planning, site design, road design and operational best practices, examples and implementation tools that are applicable to a wide …

Tra-933: Effects Of Rainfall On Control Delay And Queue At Multilane Roundabout, Stephen Olukayode Ibijola, Johnnie Ben-Edigbe

Canadian Society for Civil Engineering

The main thrust of the study is to investigate the extent of delay induced by rainfall at the roundabouts. Traffic flows at roundabout are continuous in one direction around a central island where entry flows yield to circulating flows. Based on the hypothesis that, rainfall will increase roundabout entry delay, ‘with and without’ rainfall studies were carried out at selected roundabouts in Durban, South Africa. Entry and circulating traffic flow data as well as geometric data were collected continuously at three selected sites during rainfall and dry weather conditions. Three classes of rainfall intensity were used: light rainfall with intensity < 2.5mm/h, moderate rainfall with intensity 2.5 – 10mm/h and heavy rainfall with intensity 10 – 50mm/h. Results show that entry delays increased between 11% and 22% during rainy conditions. The study concluded that heavy rainfall has a significant impact on delays and queues at roundabouts. The delay is not responsive to light and moderate rainfall intensity.

Tra-934: Incorporation Of Roundabouts At Holt Rd Interchange, Michael Weldon, Christopher Schueler

Canadian Society for Civil Engineering

The planned refurbishment of the Darlington Nuclear Generating Station (DNGS) by the Ontario Power Generation (OPG), scheduled to commence in late-2016 and extend until 2026, will result in significant employment growth and increased traffic volumes that cannot be supported by the area’s roadway network. In particular, the original Highway 401/Holt Road interchange, located approximately 40 km east of Toronto and serving as the primary access route for employee traffic into and out of the DNGS, was in need of significant upgrade and improvement in advance of commencing the refurbishment. The original interchange provided partial access to the highway only, while …

Tra-935: Repairing High Volume Hma Highways With Precast Concrete Inlay Panels, Daniel Pickel, Susan L. Tighe, Stephen Lee, Rico Fung, Tom Kazmierowski, Peter Smith, Mark Snyder

Canadian Society for Civil Engineering

The pavements which make up Canada’s high volume highways are subjected to some of the most demanding conditions in the world. They must structurally be capable of supporting significant traffic loading, which can exceed an average of 30,000 trucks per day. They must be capable of supporting these loads throughout the wide variety of environmental conditions to which they are exposed, ranging from hot summers to cold winters. In order to achieve service lives which do not necessitate frequent maintenance and repair activities, these pavement structures are required to be very resilient. A complication to constructing the resilient pavement structures …