9,932 research outputs found
Peak hour, Sydney Harbour Bridge, 1952 [picture] /
No full textTitle supplied by photographer.; Part of collection: Jeff Carter collection of photographs, 1952-2002.; Also available in an electronic version via the Internet at: http://nla.gov.au/nla.pic-vn3104420. "The traffic flow has greatly increased since this image was made, travelling south into the city in what I think was a Ford "Prefect". (NB: Gallery title is PEAK HOUR!)." -- Description supplied by photographer.Peak hour
Broadaxemen 2, Telegraph Point, New South Wales,1955 [picture] /
No full textTitle supplied by photographer.; Part of collection: Jeff Carter collection of photographs, 1952-2002.; Also available in an electronic version via the Internet at: http://nla.gov.au/nla.pic-vn3102864. "Father and son in action, squaring up a log to be used in bridge construction." -- Description supplied by photographer
Sleeper cutter, Barmah Forest, New South Wales,1952 [picture] /
No full textTitle supplied by photographer.; Part of collection: Jeff Carter collection of photographs, 1952-2002.; Also available in an electronic version via the Internet at: http://nla.gov.au/nla.pic-vn3105758. "Mobile circular saws were then an innovation and mostly custom built by their operators. Later, commercially made Hargan and other marques became popular with sleeper and bridge timber cutters, also charcoal burners. Many early operators lacked safety helmets, eye and ear protection, even boots, some going bare-footed (like cane-cutters in Queensland). I rediscovered this man living in a hut in the Barmah forest in the mid 1990's and tried to interview him for the Oral History department of the NLA. The venture failed as he was virtually stone deaf, possibly as a result of working many years behind whining saws without ear muffs." -- Description supplied by photographer
Bridge Engineering Section, April 2013
No full textThis archived document is maintained by the Oregon State Library as part of the Oregon Documents Depository Program. It is for informational purposes and may not be suitable for legal purposes.Title from PDF caption (viewed on April 11, 2014)"Updated April 18, 2013."Mode of access: Internet from the Oregon Government Publications Collection.Text in Englis
Bridge Engineering Section, April 2011
No full textThis archived document is maintained by the Oregon State Library as part of the Oregon Documents Depository Program. It is for informational purposes and may not be suitable for legal purposes.Title from PDF caption (viewed on April 11, 2014)"Updated April 28, 2011."Mode of access: Internet from the Oregon Government Publications Collection.Text in Englis
Bridge Engineering Section, March 2014
No full textThis archived document is maintained by the Oregon State Library as part of the Oregon Documents Depository Program. It is for informational purposes and may not be suitable for legal purposes.Title from PDF caption (viewed on April 11, 2014)"Updated March 5, 2014."Mode of access: Internet from the Oregon Government Publications Collection.Text in Englis
Bridge inspection program manual
No full textTitle from PDF cover (viewed on January 18, 2023).Covers OCLC #1361810743 and OCLC #1030749370.This archived document is maintained by the State Library of Oregon as part of the Oregon Documents Depository Program. It is for informational purposes and may not be suitable for legal purposes.Includes bibliographical references.Mode of access: Internet from the Oregon Government Publications Collection.Text in English
Faces and Places in Fashion: Jeff Wan
No full textPart presentation, part Q&A, FIT's "Faces & Places in Fashion" lecture series is an opportunity to connect students and the public alike to the pulse of the fashion industry in an open and conversational setting.Designer Background: Jeff Wan is a fashion designer and creative director based in New York. Hailing from the Indian Ocean island nation of Mauritius, Jeff uses his design to creatively bridge the gap between his native and adopted homes. While studying Industrial Design at Pratt Institute, Jeff began his career with work for Diesel, DKNY, Kenneth Cole and Michael Kors. After his graduation in 2014, Jeff joined Coach, where he developed watchbands for the Apple Watch, and helped transform accessory lines like Rexy the Coach Dinointo must-have bag charms. Jeff has used his creative and influential talents to develop his own namesake into a remarkable, and recognizable brand.Brief History of Company: Jeff Wan is an American luxury fashion company established in 2018. Made for the urban minimalist, and animated with the colors and culture of Mauritius, our line of small leather goods and handbags celebrates ultra-premium design at its most transportive. On an individual level, each of our pieces works to tell a unique story in which the ordinary becomes anything but. From our premium gym bag, reimagined lunch box, and everything in between, Jeff Wan brings together imagination and utility in colorful and unexpected ways. The result is an island-hopping collection that feels at home in both Manhattan and the Mascarenes. All of our products are named in Mauritian Creole and handmade from the highest quality leather in New York’s Garment District
Graduate recital, saxophone. Lederer, J., 1985
No full textRecorded during a live performance at Dalton Center Recital Hall, Western Michigan University, Kalamazoo, Michigan, December 7, 1985, the 145th concert of the School of Music's 1985-1986 season.Jeff Lederer, tenor and alto saxophone with Janet Karpus, piano (1st-2nd works) ; Paul Finkbeiner, trumpet ; Tom Lockwood, bass ; Jim McCullough, piano, and Jeff Redlawsk, drums (3rd-5th works) ; Wanda Weatherspoon, soprano ; David Rothstein, amplified bass ; Jerry Eadeh, Chuck Stuart, percussion ; Ruben Meyer, contrabass ; Brian O'Hern, celeste ; Paul Kenney, Janet Murphy, violins ; Matt Forsleff, viola ; John Reikow, cellow, Tom Lockwood, conductor (6th work).In partial fulfillment of the requirements of the Master of Music degree in performance, Western Michigan University, 1985.Information from performance program.Audio not available.Prelude, cadence et finale / A. Desenclos -- Gavambodi 2 / Jacques Charpentier -- Trinkle, tinkle / Thelonoius Monk -- Chelsea bridge / Billy Strayhorn -- Fun / Nat Adderly -- Crucifixion (1982) / Jeff Lederer ; text from traditional spiritual
Bridge Load Testing: State-of-The-Practice
No full textBridge load testing can answer a variety of questions about bridge behavior that cannot be answered otherwise. The current governing codes and guidelines for bridge load testing in the United States are the 1998 NCHRP Manual for Bridge Rating through Load Testing and Chapter 8 of the AASHTO Manual for Bridge Evaluation. Over the last two decades, the practice of load testing has evolved, and its intersections with other fields have expanded. The outcomes of load tests have been used to keep bridges open cost-effectively without unnecessarily restricting legal loads, when theoretical analyses cannot yield insights representative of in-service performance. Load testing data can be further used to develop field-verified finite-element models of tested bridges to understand these structures better. In addition, structural reliability concepts can be used to estimate the probability of failure based on the results of load tests, and noncontact measurement techniques capturing large surfaces of bridges allow for better monitoring of structural responses. Given these developments, a new Transportation Research Board (TRB) Circular, Primer on Bridge Load Testing, has been developed. This document contains new proposals for interpreting the results of diagnostic load tests, loading protocols, and the determination of bridge load ratings based on the results of proof load tests. In addition, included provisions provide an estimation of the resulting reliability index and the remaining service life of a bridge based on load testing results. The benefit of load testing is illustrated based on a cost-benefit analysis. The current state-of-The-practice has demonstrated that load testing is an effective means for answering many important questions regarding bridge behavior that are critical to decisions on bridge maintenance or replacement. Load testing has evolved over its history, and the newly developed TRB Circular reflects this evolution in a practical way. Accepted Author ManuscriptConcrete Structure
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