Field Experiments and Numerical Models for the Condition Assessment of Historic Timber Bridges: Case Study-Reference-Cited by-同舟云学术

Field Experiments and Numerical Models for the Condition Assessment of Historic Timber Bridges: Case Study

Published:2008-11 Issue:6 Volume:13 Page:595-601
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Sangree R. H.¹²,Schafer B. W.¹²

Affiliation:

1. Postdoctoral Researcher, Dept. of Civil Engineering, Johns Hopkins Univ., 13 Latrobe Hall, Baltimore, MD 21218. E-mail: sangree@jhu.edu

2. Associate Professor, Dept. of Civil Engineering, Johns Hopkins Univ., 203 Latrobe Hall, Baltimore, MD 21218. E-mail: schafer@jhu.edu

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291084-0702%282008%2913%3A6%28595%29

Reference17 articles.

1. Brungraber R. L. (1985). “Traditional timber joinery: A modern analysis.” Ph.D. thesis Dept. of Civil Engineering Stanford Univ. Palo Alto Calif.

2. Behavior and Modeling of Wood-Pegged Timber Frames

3. Bulleit W. M. Sandberg L. B. O’Bryant T. L. Weaver D. A. and Pattison W. E. (1996). “Analysis of frames with traditional timber connections.” Proc. 1996 Int. Wood Engineering Conf. Vol. 4 Omnipress Madison Wis. 232–239.

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