Nonlinear Analysis of Integral Bridges: Finite-Element Model-Reference-Cited by-同舟云学术

Nonlinear Analysis of Integral Bridges: Finite-Element Model

Published:2001-05 Issue:5 Volume:127 Page:454-461
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Faraji Susan¹²³⁴⁵,Ting John M.¹²³⁴⁵,Crovo Daniel S.¹²³⁴⁵,Ernst Helmut¹²³⁴⁵

Affiliation:

1. Members, ASCE

2. Prof., Dept. of Civ. and Envir. Engrg., Univ. of Massachusetts, Lowell, MA 01854. E-mail: susan _faraji@uml.edu

3. Prof. and Head, Dept. of Civ. and Envir. Engrg., Univ. of Massachusetts, Lowell, MA 01854. E-mail: john _ting@uml.edu

4. Asst. Struct. Engr., Massachusetts Hwy. Dept., 10 Park Plaza, Boston, MA 02116. E-mail: daniel.s.crovo@state.ma.us

5. Asst. Geotech. Engr., Massachusetts Hwy. Dept., 10 Park Plaza, Boston, MA 02116. E-mail: helmut.ernst@state.ma.us

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291090-0241%282001%29127%3A5%28454%29

Reference16 articles.

1. American Petroleum Institute (API). ( 1993). “Recommended practice for planning designing and constructing fixed offshore platforms—Working stress design.” 20th Ed. API RP2A-WSD Washington D.C.

2. California Department of Transportation (CALTRANS). ( 1981). Bridge design practice manual Sacramento Calif.

3. Canadian Geotechnical Society (CGS). ( 1992). Canadian foundation engineering manual 3rd Ed. Toronto.

4. “Finite-element analyses of retaining wall behavior.”;Clough G. W.;J. Soil Mech. and Found. Div,1971

5. Clough G. W. and Duncan J. M. ( 1991). “Earth Pressures.” Chapter 6 Foundation engineering manual 2nd Ed. H. Y. Fang ed. Van Nostrand Reinhold New York 223–235.

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