Structural Analysis and Load Test of a Nineteenth-Century Iron Bowstring Arch-Truss Bridge-Reference-Cited by-同舟云学术

Structural Analysis and Load Test of a Nineteenth-Century Iron Bowstring Arch-Truss Bridge

Published:2013-03 Issue:3 Volume:18 Page:261-271
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Moen Cristopher D.¹,Shapiro Elaine E.²,Hart Julia³

Affiliation:

1. Assistant Professor, Virginia Tech, Blacksburg, VA 24061 (corresponding author).

2. Graduate Research Assistant, Massachusetts Institute of Technology, Cambridge, MA 02139.

3. Undergraduate Researcher, Virginia Tech, Blacksburg, VA 24061.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29BE.1943-5592.0000341

Reference25 articles.

1. Beurteilung des tragvermogens einer grossen eisenbahnbriicke auf grand von spannungsmessungen und berechnung als hochgradig (38 fach) statisch unbestimmtes system;Berger O.;Bauplanung Bautechnik,1955

2. Deibler D. (1976). “Relocation of ‘King tubular arch’ truss bridge.” Memorandum Virginia Highway and Transportation Research Council Charlottesville VA.

3. Gasparini D. (1996). “Structural study of iron bowstring bridges.” Historic American Engineering Record HAER IA-90 National Park Service Washington DC.

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