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Siena Footbridge
Structural Stainless Steel Case Study 05 Siena Footbridge Completed in 2006, this stainless steel cable stayed footbridge spans 60 m over a busy motorway in the suburb of Ruffolo, Siena, in central Italy. The bridge girders and pylons are fabricated from a ‘lean’ duplex grade of stainless steel and it is one of the first times this grade has been used for a footbridge. The bridge has a striking appearance, is functionally efficient and cost-effective with a low life cycle cost. Material Selection The City of Siena required an attractive pedestrian crossing to be constructed over the motorway in the suburb of Ruffolo. The structure needed to have a 120 year design life without expensive and disruptive maintenance requirements. The architect selected the ‘lean’ stainless steel duplex grade 1.4162 (S32101) for the girders and pylons of the bridge. Lean duplexes have a very low nickel content (1.5 % compared to >3 % in standard duplex stainless steels), which results in significant cost benefits compared to other austenitic and duplex grades. This grade of stainless steel also experiences less price volatility because of the low nickel content. The corrosion resistance of 1.4162, which lies between that of austenitic grades 1.4301 (S30400) and 1.4404 (S31603), is adequate for Ruffolo’s benign inland environment with relatively low pollution levels. Grade 1.4162 has high strength (450 N/mm2), good ductility (at least 30 %) and good formability and weldability. The high strength enables reductions in section sizes, relative to carbon steel sections, leading to lighter structures. This grade has tremendous potential for future structural applications. -
Visit Ohio's Historic Bridges
SPECIAL ADVERTISING SECTION Visit Ohio’s Historic Bridges Historic and unique bridges have a way of sticking in our collective memories. Many of us remember the bridge we crossed walking to school, a landmark on the way to visit relatives, the gateway out of town or a welcoming indication that you are back in familiar territory. The Ohio Department of Transportation, in collaboration with the Ohio Historic Bridge Association, Ohio History Connection’s State Historic Preservation Office, TourismOhio and historicbridges.org, has assembled a list of stunning bridges across the state that are well worth a journey. Ohio has over 500 National Register-listed and historic bridges, including over 150 wooden covered bridges. The following map features iron, steel and concrete struc- tures, and even a stone bridge built when canals were still helping to grow Ohio’s economy. Some were built for transporting grain to market. Other bridges were specifically designed to blend into the scenic landscape of a state or municipal park. Many of these featured bridges are Ohio Historic Bridge Award recipients. The annual award is given to bridge owners and engineers that rehabilitate, preserve or reuse historic structures. The awards are sponsored by the Federal Highway Administration, ODOT and Ohio History Connection’s State Historic Preservation Office. Anthony Wayne Bridge - Toledo, OH Ohio Department of Transportation SPECIAL ADVERTISING SECTION 2 17 18 SOUTHEAST REGION in eastern Ohio, Columbiana County has Metropark’s Huntington Reservation on the community. A project that will rehabilitate several rehabilitated 1880’s through truss shore of Lake Erie along US 6/Park Drive. -
Pedestrian Footbridge, (Applicant Identification: ) Environmental Assessment
PEDESTRIAN FOOTBRIDGE, (APPLICANT IDENTIFICATION: ) ENVIRONMENTAL ASSESSMENT New York State Governor’s Office of Storm Recovery May 8, 2015 PEDESTRIAN FOOTBRIDGE – ENVIRONMENTAL ASSESSMENT & ERR PROJECT SUMMARY Responsible Entity: New York State Homes & Community Renewal – Housing Trust Fund Corporation cooperating with the Governor’s Office of Storm Recovery (GOSR) Certifying Officer: Daniel Greene, Esq., Certifying Environmental Officer, GOSR Project Name: Pedestrian Footbridge, Funding Recipient: Federal Agency: U.S. Department of Housing & Urban Development (HUD) Project #: Project Sponsor: New York State Housing Trust Fund Corporation Program Name: New York State Community Development Block Grant – Disaster Recovery (Housing Assistance Programs, 1 - 4 Unit) Project Address: , Sundown, NY 12740 Project County: Ulster County, NY Estimated Project Cost: $140,000 Project Sponsor Governor’s Office of Storm Recovery Address: 99 Washington Avenue, Suite 1224 Albany, New York 12231 Primary Contact/ Person Governor’s Office of Storm Recovery To Direct Comments: 25 Beaver Street, 5th Floor New York, New York 10004 E-Mail address: [email protected] Telephone Number: (212) 480-4644 Project NEPA 24 CFR 58.36 Classification: Finding of No Significant Impact - The project will not result ENVIRONMENTAL in a significant impact on the quality of the human FINDING: environment. Finding of Significant Impact - The project may significantly affect the quality of the human environment. The undersigned hereby certifies that New York State Housing Trust Fund Corporation has conducted an environmental review of the project identified above and prepared the attached environmental review record in compliance with all applicable provisions of the National Environmental Policy Act of 1969, as amended, (42 USC sec. -
Footbridge Design for Pedestrian Induced Vibrations
FOOTBRIDGE DESIGN FOR PEDESTRIAN INDUCED VIBRATIONS SABINA PIRAS, KWAN CHIN WSP OPUS, Auckland, New Zealand INTRODUCTION With innovative engineering and inspiring design, footbridges have become functional works of art. However, the use of longer and lighter spans have made footbridges more susceptible to human-induced vibrations; causing discomfort to pedestrians and compromising the utility of the structure, even though the bridge is structurally sound and safe to cross. Design codes address this dynamic problem by providing limits for natural frequency and simplistic provisions to keep the footbridge experience pleasant. For slender, lightweight bridges, such as stress ribbon or cable-stayed bridges, this dynamic problem can be onerous and require a refined analysis to demonstrate that the comfort level can be satisfied. This paper presents a guideline to determine the dynamic bridge characteristics under pedestrian loading. In addition, factors that influence a bridge’s response to vibration and possible vibration mitigation measures are discussed herein. This paper focuses on the recommended design procedure by presenting an analytical model of a concrete footbridge subjected to a dynamic load representing the effects of a stream of pedestrians crossing the structure. In the vertical direction, the peak acceleration from the pedestrian loading is compared with published acceptance criteria. In the lateral direction, the critical number of pedestrians at which the bridge response becomes unstable is calculated. HUMAN LOCOMOTION When a pedestrian crosses a bridge, a dynamic force is produced which has components in the vertical, lateral and longitudinal directions. These dynamic forces are described as a function of time and space, periodically repeated with regular time intervals. -
Arched Bridges Lily Beyer University of New Hampshire - Main Campus
University of New Hampshire University of New Hampshire Scholars' Repository Honors Theses and Capstones Student Scholarship Spring 2012 Arched Bridges Lily Beyer University of New Hampshire - Main Campus Follow this and additional works at: https://scholars.unh.edu/honors Part of the Civil and Environmental Engineering Commons Recommended Citation Beyer, Lily, "Arched Bridges" (2012). Honors Theses and Capstones. 33. https://scholars.unh.edu/honors/33 This Senior Honors Thesis is brought to you for free and open access by the Student Scholarship at University of New Hampshire Scholars' Repository. It has been accepted for inclusion in Honors Theses and Capstones by an authorized administrator of University of New Hampshire Scholars' Repository. For more information, please contact [email protected]. UNIVERSITY OF NEW HAMPSHIRE CIVIL ENGINEERING Arched Bridges History and Analysis Lily Beyer 5/4/2012 An exploration of arched bridges design, construction, and analysis through history; with a case study of the Chesterfield Brattleboro Bridge. UNH Civil Engineering Arched Bridges Lily Beyer Contents Contents ..................................................................................................................................... i List of Figures ........................................................................................................................... ii Introduction ............................................................................................................................... 1 Chapter I: History -
Arizona Historic Bridge Inventory | Pages 164-191
NPS Form 10-900-a OMB Approval No. 1024-0018 (8-86) United States Department of the Interior National Park Service National Register of Historic Places Continuation Sheet section number G, H page 156 V E H I C U L A R B R I D G E S I N A R I Z O N A Geographic Data: State of Arizona Summary of Identification and Evaluation Methods The Arizona Historic Bridge Inventory, which forms the basis for this Multiple Property Documentation Form [MPDF], is a sequel to an earlier study completed in 1987. The original study employed 1945 as a cut-off date. This study inventories and evaluates all of the pre-1964 vehicular bridges and grade separations currently maintained in ADOT’s Structure Inventory and Appraisal [SI&A] listing. It includes all structures of all struc- tural types in current use on the state, county and city road systems. Additionally it includes bridges on selected federal lands (e.g., National Forests, Davis-Monthan Air Force Base) that have been included in the SI&A list. Generally not included are railroad bridges other than highway underpasses; structures maintained by federal agencies (e.g., National Park Service) other than those included in the SI&A; structures in private ownership; and structures that have been dismantled or permanently closed to vehicular traffic. There are exceptions to this, however, and several abandoned and/or privately owned structures of particular impor- tance have been included at the discretion of the consultant. The bridges included in this Inventory have not been evaluated as parts of larger road structures or historic highway districts, although they are clearly integral parts of larger highway resources. -
Character of Vortex Induced Vibration in Suspension Footbridge *Jiawu Li , Yinzhi Wang and Shuaiyu Chen
Character of Vortex Induced Vibration in Suspension Footbridge *Jiawu Li1), Yinzhi Wang2) and Shuaiyu Chen3) 1), 2), 3) Highway school of Chang’an University, Xi’an 710064, China 1) [email protected] ABSTRACT In this paper, the characteristics of vortex induced vibration by use of six types of sectional model in suspension footbridges are investigated. Combined with wind tunnel test results based on dynamic characteristic analysis and CFD-Fluent numerical simulation results, the influence of parameters, such as the porous ratio of handrail fence and pedestrian, on the character of vortex-induced deck vibration was probed. According to the test results, the mitigating measures were checked to improve the performance of suspension footbridge in service. 1. INTRODUCTION Suspension footbridges are very often characterized by low stiffness, narrow deck, low mass and small damping. So it is susceptible to vibrations when subjected to dynamic loads. Especially in recent decades, materials with improved mechanical characteristics are widely used in construction of footbridges so that the fundamental frequency of these structures is often close to the dynamic excitation of pedestrian and wind. As a result, vibrations are often commonly occurred in such structures. As is known, excessive vibrations have severe effects not only on comfort of pedestrians but also on duration of structures so many specifications develop provisions of vibrations to guide design of footbridges. For instance, EN 1990/A1 [1] mandates that verification of the vibration comfort criteria should be performed when the fundamental frequency of the footbridge is less than 5.0 Hz for vertical vibrations and 2.5 Hz for horizontal and torsional vibrations. -
High Line Canal Footbridge at Hampden
Emily Black City of Cherry Hills Village High Line Canal Footbridge at Hampden Joint Project Application City of Cherry Hills Village Emily Black [email protected] Printed On: 10 October 2018 Joint Project Application 1 Emily Black City of Cherry Hills Village Application Form Application Summary Grant Category* Select One: Joint Project Primary Contact Information* Please provide information for the primary contact for this project in the following format. Agency: Name: Title: Telephone: Email: Agency: City of Cherry Hills Village Name: Emily Black Title: Parks and Recreation Coordinator Telephone: (303) 783-2742 Email: [email protected] Project Type* Select One: Trail Project: Trail/trailhead construction or improvement, including stream/road crossings and trailhead amenities (such as parking, restrooms or shelters) Site Improvement Project: New construction, improvement, repair, or replacement of passive outdoor recreation amenities Acquisition Project: Eligible projects include fee simple acquisition of land for public open space or trails; acquisition of buffer land; acquisition of a conservation easement; and/or acquisition of water rights Other Project: Other allowable projects include stream/habitat restoration, natural re-vegetation, and water quality improvement Trail Project Project Title* High Line Canal Footbridge at Hampden Printed On: 10 October 2018 Joint Project Application 2 Emily Black City of Cherry Hills Village Project Address 3800 E. Hampden Avenue, Cherry Hills Village, CO 80113 Project Location* Select all that apply: Cherry Hills Village GPS Coordinates (Latitude in Decimal Degrees)* Example: Dove Valley Regional Park Latitude: 39.577303 39.652809 GPS Coordinates (Longitude in Decimal Degrees)* Example: Dove Valley Regional Park Longitude: -104.828850 -104.946846 Grant Request Amount* $225,000.00 Cash Match Amount* $257,215.00 Total Project Amount* Total project amount includes grant request and cash match only. -
Social Media and Popular Places: the Case of Chicago
CTBUH Research Paper ctbuh.org/papers Title: Social Media and Popular Places: The Case of Chicago Author: Kheir Al-Kodmany, University of Illinois at Chicago Subjects: Keyword: Social Media Publication Date: 2019 Original Publication: International Journal of High-Rise Buildings Volume 8 Number 2 Paper Type: 1. Book chapter/Part chapter 2. Journal paper 3. Conference proceeding 4. Unpublished conference paper 5. Magazine article 6. Unpublished © Council on Tall Buildings and Urban Habitat / Kheir Al-Kodmany International Journal of High-Rise Buildings International Journal of June 2019, Vol 8, No 2, 125-136 High-Rise Buildings https://doi.org/10.21022/IJHRB.2019.8.2.125 www.ctbuh-korea.org/ijhrb/index.php Social Media and Popular Places: The Case of Chicago Kheir Al-Kodmany† Department of Urban Planning and Policy, University of Illinois at Chicago, USA Abstract This paper offers new ways to learn about popular places in the city. Using locational data from Social Media platforms platforms, including Twitter, Facebook, and Instagram, along with participatory field visits and combining insights from architecture and urban design literature, this study reveals popular socio-spatial clusters in the City of Chicago. Locational data of photographs were visualized by using Geographic Information Systems and helped in producing heat maps that showed the spatial distribution of posted photographs. Geo-intensity of photographs illustrated areas that are most popularly visited in the city. The study’s results indicate that the city’s skyscrapers along open spaces are major elements of image formation. Findings also elucidate that Social Media plays an important role in promoting places; and thereby, sustaining a greater interest and stream of visitors. -
An African Perspective HA Mofutho Footbridge at Quasha's Nek
Co -operation and Development Projects: An African Perspective HA Mofutho Footbridge at Quasha’s Nek, Lesotho Gerrit Armoni Visser Gerrit Visser , born 196 8, received his Civil Engineer Masters degree in Civil Engineering from the University of Stellenbosch, Royal HaskoningDHV, South Africa. He has over 20 years Pietermaritzburg, South Africa bridge experience and has been [email protected] involved in numerous bridge projects, ranging from pedestrian bridges to road interchange bridges. Gerrit has a passion for the design of bridges and this has led to many project awards where he has been actively involved as the design specialist. Summary The Kingdom of Lesotho is faced with high levels of unemployment and poverty, especially in the rural areas. The local community at HA Mofutho near Quasha’s Nek (Lesotho, Africa) was separated from health clinics, markets and employment by the Senqu River. Royal HaskoningDHV was appointed by the Kingdom of Lesotho’s Ministry of Public Works and Transport and tasked with the design, and construction supervision of a footbridge to improve the lives of approximately 2,000 people affected by the costs and risks of crossing the Senqu River [1] . Sustainability was to be considered a high priority during the design, construction and maintenance phases, with the emphasis on the people component. In close co-operation with the client the following sustainable development opportunities were identified and realised through this project: • Construction management skills were transferred to the Roads Directorate’s personnel, • Road Directorate staff were trained in service on site supervision, • Enterprise development: assisting the local contractor companies to improve their commercial and technical skill sets • Employment and training of local labour. -
Structural Behaviour of Cable-Stayed Bridges
Structural Behaviour of Cable-stayed Bridges by Elizabeth Davalos Bachelor of Science in Civil Engineering and Administration Universidad Panamericana sede Guadalajara, Mexico June 1998 Submitted to the Department of Civil and Environmental Engineering In partial fulfillment of the requirements for the Degree of MASTER OF ENGINEERING ENG IN CIVIL AND ENVIRONMENTAL ENGINEERING MASSACHUSETTS INSTITUTE OF TECHNOLOGY At the A3 0 2000 LIBRARIES MASSACHUSETTS INSTITUTE OF TECHNOLOGY May 2000 @2000 Elizabeth Davalos. All rights reserved The author hereby grants to MIT permission to reproduce and distribute publicity paper and electronic copies of this thesis document in whole or in part. Signature of the Author Ddpa ment of Civil and Environmental Engineering May 5, 2000 Certified by Professor Jerome J. Connor 6epartment of ivil and Environmental Engineering 7 Thesis Supervisor Accepted by Daniele Veneziano Chairman, Department Committee on Graduate Studies Structural Behaviour of Cable-stayed Bridges by Elizabeth Davalos Submitted to the Department of Civil and Environmental Engineering on May 5, 2000 in partial fulfillment of the requirements for the degree of Master of Engineering in Civil and Environmental Engineering. Abstract Cable-stayed bridges have emerged as the dominant structural system for long span bridge crossings during the past thirty years. That success is due to a combination of technical advancements and pleasing aesthetics attributes. The interaction of the various structural components results in an efficient structure which is continuously evolving and providing new methods to increase span lengths. The objective of this thesis is to describe in detail the basic structural behaviour of each of the components of cable-stayed bridges, and to present the analysis of a specific cable-stayed bridge which was proposed for the Charles River Crossing. -
Simple Suspension Bridge
structures STS19 Simple Suspension Bridge Experiment for the study of the characteristics of a simple suspension bridge. Mounts on the Structures platform and connects to the Structures automatic data acquisition unit and software (VDAS® Onboard). Shown fitted to the Structures platform (STS1, available separately) Laptop not included Key Features • One of a range of experiment modules that teach structures principles • Fits to the Structures platform for ergonomic use and space-saving storage • Includes multiple loads for many combinations of loads including uniformly distributed loads (UDLs) • A simplifi ed version of a realistic structure to give students an understanding of real-life structures • Direct measurement of cable tension for simple and quick experiments • Supplied with a storage tray to keep smaller items safe • Works with user-friendly software (VDAS®) TecQuipment Ltd, Bonsall Street, long eaton, Nottingham NG10 2AN, UK tecquipment.com +44 115 972 2611 [email protected] REF 0920 Page 1 of 3 STS19 Simple Suspension Bridge Description Learning outcomes One of a range of experiment modules that fi t to the • How bridge load aff ects the tension in a suspension Structures platform (STS1, available separately), this cable product helps students to understand how loads aff ect • Comparing a central point load with a UDL tension in the suspension cable supporting the ‘deck’ of a suspension bridge. Students add loads to the deck held by • Exploring the ratio of bridge ‘deck’ mass and a moving the suspension cable between two supports. A load cell in load the left-hand support measures the cable tension. • Comparing simple parabola-based theory with a more Students apply loads, which change the cable tension.