Search results for [Structural analysis (Engineering)] at NC Cardinal

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A barium-iron-oxide with the perovskite structure / by Derbyshire, Stephen Wallace.; Fraker, A. C.(CARDINAL)272259; Stadelmaier, Hans H.; North Carolina State College.Department of Engineering Research.(CARDINAL)178422;

Includes bibliographical references (page [1293]).

Subjects: Perovskite; Iron oxides;

Available copies: 1 / Total copies: 2

On-line resources: Suggest title for digitization;

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An analysis of transfer and development lengths for pretensioned concrete structures / by Buckner, C. Dale.(CARDINAL)317087; United States.Federal Highway Administration.(CARDINAL)139839; Virginia Military Institute.Department of Civil and Environmental Engineering.;

Includes bibliographical references (pages 97-100).Introduction -- Transfer of prestress -- Development of prestressing strand -- Strand size and spacing limits -- Summary and recommendations -- Appendices -- References.Final report;The specific objectives of the present study were as follows: (1) Conduct a review of literature related to strand transfer and development length research; (2) Analyze data from recent studies and rationalize discrepancies among conclusions drawn from these studies; and (3) Recommend design criteria for strand transfer and development lengths consistent with the current state of knowledge. These objectives were fulfilled. Recommendations and equations for determining strand transfer and development lengths are presented.

Subjects: Technical reports.; Concrete bridges; Prestressed concrete construction.;

Available copies: 1 / Total copies: 1

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Laboratory evaluation of Verglimit and PlusRide / by Stuart, Kevin D.(CARDINAL)286921; Mogawer, Walaa S.(CARDINAL)286920; United States.Federal Highway Administration.(CARDINAL)139839;

Includes bibliographical references (pages 108-111).Introduction and objectives -- Literature review -- Experimental program: Phase I -- Evaluation of Verglimit: Phase I -- Evaluation of PlusRide: Phase I -- Evaluation of Verglimit: Phase II -- Evaluation of PlusRide: Phase II -- Structural analysis using vesys-3am -- Conclusions and recommendations -- Appendices -- References.Final report;The effects of two additives, Verglimit and PlusRide, on the laboratory properties of asphalt mixtures, in terms of their resistance to aging, moisture damage, rutting, and low temperature cracking, were determined. These two additives have been used to control the formation of ice on pavements. Field studies have mainly consisted of determining the action of the additives on melting ice and the related change in the number of traffic accidents. The effects of these two additives on laboratory mixture properties were not established in these field studies. Both Verglimit and PlusRide are added directly to the asphalt mixture at the mixing plant.Sponsored and performed by Office of Engineering and Highway Operations R & D, Federal Highway Administration. "In-house report." Work unit

Subjects: Technical reports.; Asphalt; Pavements, Asphalt; Pavements, Asphalt;

Available copies: 1 / Total copies: 1

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Modern computational environment for seismic analysis of highway bridges / by Lin, Wane-Jang.; United States.Federal Highway Administration.Office of Engineering & Highway Operations Research and Development.Structures Division.(CARDINAL)320471; United States.Federal Highway Administration.Office of Infrastructure Research and Development.(CARDINAL)286889; National Highway Institute (U.S.)(CARDINAL)311468; Turner-Fairbank Highway Research Center.(CARDINAL)286897;

Includes bibliographical references (pages 201-207).Final report;Performed by the Structures Division (HNR10) of the FHWA Office of Highway Engineering R&D for the FHWA Office of Infrastructure R&D (HRDI-07) and the National Highway Institute under contract no.

Subjects: Technical reports.; Bridges; Bridges; Earthquake resistant design.;

Available copies: 1 / Total copies: 1

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The great miscalculation : the race to save New York City's Citicorp tower / by Greenburg, Michael M.,author.(CARDINAL)559026;

Includes bibliographical references and index.Prologue : "anchor of serenity" -- A skyscraper of stilts -- "Scary excitement" -- "A skyscraper for the people" -- Diane Hartley -- The mystery student -- "Some very peculiar behavior" -- "Vertical urbanism" -- One in sixteen -- "A catalogue of failures" -- "A serious and deadly matter" : Monday, July 31 -- Revelations -- Mobilzation -- "Angel of the battlefield" : Monday, August 7 -- "White lies" : Tuesday, August 8 -- "A thousand-year wind" -- Safety, secrecy, and surveillance -- A critical analysis -- Ella -- "Events nobody envisioned" -- Epilogue."The Great Miscalculation is the compelling true story of a structural engineering crisis and one man's confrontation with principle - both mathematical and ethical. It is the story of a moral dilemma that threatened a building, a career, and the lives of countless, unsuspecting New Yorkers"--

Subjects: Building failures; Real estate development; 601 Lexington Avenue (New York, N.Y.); LeMessurier, William J.;

Available copies: 0 / Total copies: 1

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Trails of evidence [videorecording] : how forensic science works / by Murray, Elizabeth A.(Elizabeth Ann),1958-(CARDINAL)815446; Reay, Alisha.(CARDINAL)554670; Leven, Jon.(CARDINAL)554917; Allen, Jim M.;

DVD.Taught by Elizabeth A. Murray.Includes bibliographical references (Course guidebook, pages 268-285).

Subjects: Instructional films.; Lectures.; Video recordings.; Forensic sciences.;

Available copies: 2 / Total copies: 2

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Stream stability at highway structures / by Lagasse, Peter F.(Peter Frederick),1937-(CARDINAL)327627; United States.Federal Highway Administration.(CARDINAL)139839; Ayres Associates.(CARDINAL)328982;

Includes bibliographical references (pages 131-134)."This document provides guidelines for identifying stream instability problems at highway stream crossings and for the selection and design of appropriate countermeasures to mitigate potential damages to bridges and other highway components at stream crossings. It is a metricated update of the version published in 1991 under Contract No. DTFH61-89-C-00003. The HEC-20 manual covers geomorphic and hydraulic factors that affect stream stability and provides a step-by-step analysis procedure for evaluating stream stability problems. Guidelines and criteria for selecting countermeasures for stream instability problems are summarized, and the design of three countermeasures (spurs, guide banks, and check dams) is presented in detail. Conceptual design considerations for many other countermeasures are summarized"--Technical report documentation page.Sponsored by Office of Technology Applications, HTA-22, Federal Highway Administration, and performed by Ayres Associates, formerly Resource Consultants & Engineers, under contract to GKY and Assoc.,

Subjects: Technical reports.; Bridges; Scour at bridges.; Streamflow.;

Available copies: 1 / Total copies: 1

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An analysis of bridge inspection data interim report III : modified bridge report generator program / by Chen, Chwen-jing,author.; Johnston, David West,1944-author.(CARDINAL)192672; North Carolina.Department of Transportation,sponsor.(CARDINAL)145570; North Carolina State University.Center for Transportation Engineering Studies,issuing body.(CARDINAL)182954; UNC Institute for Transportation Research and Education,sponsor.(CARDINAL)169318;

Includes bibliographical references (leaf 12).

Subjects: Bridges; Bridges;

Available copies: 1 / Total copies: 1

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Structural overlay strategies for jointed concrete pavements. by Kilareski, Walter P.(CARDINAL)320477; United States.Federal Highway Administration.Office of Engineering & Highway Operations Research and Development.(CARDINAL)286896; ERES Consultants, Inc.(CARDINAL)286907;

Includes bibliographical references.Vol. I. Sawing and sealing of joints in AC overlays of concrete pavements [FHWA-RD-89-142] / Walter P. Kilareski, Richard A. Bionda.-- Vol. II. Cracking and seating of concrete slabs prior to AC overlay [FHWA-RD-89-143] / Walter P. Kilareski, Shelley M. Stoffels.-- Vol. III. Performance evaluation and analysis of thin bonded concrete overlays [FHWA-RD-89-144] / D.G. Peshkin ... [et al.].-- Vol. IV. Guidelines for the selection of rehabilitation alternatives [FHWA-RD-89-145] / M.I. Darter and K.T. Hall.-- Vol. V. Summary of research findings [FHWA-RD-89-146].-- Vol. VI. Appendix A, Users manual for the EXPEAR computer program [FHWA-RD-89-147] / K.T. Hall and M.I. Darter.Final report;A major field study and evaluation has been conducted into the effectiveness of three structural overlay types for portland cement concrete (PCC) pavements. These include sawing and sealing asphalt concrete (AC) overlays of PCC pavements, cracking and seating PCC pavements prior to AC overlay, and constructing a thin bonded PCC overlay on top of the existing PCC pavement. Condition surveys, deflection testing, and roughness measurements were performed on a total of 55 sections. The performance of these sections was evaluated and the effectiveness of each overlay type analyzed.Performed by ERES Consultants for Office of Engineering and Highway Operations R&D, Federal Highway Administration, under contract no.

Subjects: Technical reports.; Pavements, Concrete; Pavements; Pavements, Asphalt concrete.;

Available copies: 1 / Total copies: 1

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Development of an earth pressure model for design of retaining structures in piedmont soils / by Anderson, J. Brian.(CARDINAL)291565; Ogunro, Vincent O.; North Carolina.Department of Transportation.Research and Analysis Group.(CARDINAL)272064; University of North Carolina at Charlotte.Department of Civil and Environmental Engineering.(CARDINAL)290432;

Includes bibliographical references (pages 95-99).Final report;Sponsored by North Carolina Dept. of Transportation, Research and Development Unit;

Subjects: Earth pressure; Retaining walls; Soils;

Available copies: 6 / Total copies: 7

On-line resources: https://digital.ncdcr.gov/documents/detail/3402551; https://digital.ncdcr.gov/documents/detail/3402551; https://digital.ncdcr.gov/documents/detail/3402551; https://digital.ncdcr.gov/documents/detail/3402551; https://digital.ncdcr.gov/documents/detail/3402551; https://digital.ncdcr.gov/documents/detail/3402551; https://digital.ncdcr.gov/documents/detail/3402551; https://digital.ncdcr.gov/documents/detail/3402551; https://digital.ncdcr.gov/documents/detail/3402551; https://digital.ncdcr.gov/documents/detail/3402551; https://digital.ncdcr.gov/documents/detail/3402551; https://digital.ncdcr.gov/documents/detail/3402551; https://digital.ncdcr.gov/documents/detail/3402551; https://digital.ncdcr.gov/documents/detail/3402551; https://digital.ncdcr.gov/documents/detail/3402551; https://digital.ncdcr.gov/documents/detail/3402551; https://digital.ncdcr.gov/documents/detail/3402551; https://digital.ncdcr.gov/documents/detail/3402551; https://digital.ncdcr.gov/documents/detail/3402551; https://digital.ncdcr.gov/documents/detail/3402551; https://digital.ncdcr.gov/documents/detail/3402551; https://digital.ncdcr.gov/documents/detail/3402551; https://digital.ncdcr.gov/documents/detail/3402551; https://digital.ncdcr.gov/documents/detail/3402551; https://digital.ncdcr.gov/documents/detail/3402551; https://digital.ncdcr.gov/documents/detail/3402551; https://digital.ncdcr.gov/documents/detail/3402551; https://digital.ncdcr.gov/documents/detail/3402551; https://digital.ncdcr.gov/documents/detail/3402551; https://digital.ncdcr.gov/documents/detail/3402551; https://digital.ncdcr.gov/documents/detail/3402551; https://digital.ncdcr.gov/documents/detail/3402551; https://digital.ncdcr.gov/documents/detail/3402551; https://digital.ncdcr.gov/documents/detail/3402551; https://digital.ncdcr.gov/documents/detail/3402551; https://digital.ncdcr.gov/documents/detail/3402551; https://digital.ncdcr.gov/documents/detail/3402551; https://digital.ncdcr.gov/documents/detail/3402551; https://digital.ncdcr.gov/documents/detail/3402551; https://digital.ncdcr.gov/documents/detail/3402551; https://digital.ncdcr.gov/documents/detail/3402551; https://digital.ncdcr.gov/documents/detail/3402551; https://digital.ncdcr.gov/documents/detail/3402551; https://digital.ncdcr.gov/documents/detail/3402551; https://digital.ncdcr.gov/documents/detail/3402551; https://digital.ncdcr.gov/documents/detail/3402551; https://digital.ncdcr.gov/documents/detail/3402551; https://digital.ncdcr.gov/documents/detail/3402551; https://digital.ncdcr.gov/documents/detail/3402551; https://digital.ncdcr.gov/documents/detail/3402551; https://digital.ncdcr.gov/documents/detail/3402551; https://digital.ncdcr.gov/documents/detail/3402551;

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