Dynamic Analysis of Rigid Airport Pavements with Discontinuities-Reference-Cited by-同舟云学术

Dynamic Analysis of Rigid Airport Pavements with Discontinuities

Published:1992-05 Issue:3 Volume:118 Page:341-360
ISSN:0733-947X
Container-title:Journal of Transportation Engineering
language:en
Short-container-title:J. Transp. Eng.

Author:

Kukreti Anant R.¹,Taheri Mohammad R.²,Ledesma Ragnar H.³

Affiliation:

1. Prof., School of Civ. Engrg. and Envir. Sci., Univ. of Oklahoma, Norman, OK 73019‐0631

2. Asst. Prof., Dept. of Civ. Engrg., School of Engrg., Univ. of Shiraz, Shiraz, Iran

3. Grad. Res. Asst., School of Civ. Engrg. and Envir. Sci., Univ. of Oklahoma, Norman, OK

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-947X%281992%29118%3A3%28341%29

Reference18 articles.

1. “Airport pavement design and evaluation.” (1978). FAA Advisory Circular AC 150/5320‐6C Federal Aviation Administration Washington D.C.

2. Bathe K. and Wilson E. L. (1976). Numerical methods in finite element analysis . Prentice‐Hall.

3. Chou Y. T. (1981). “Structural analysis computer programs for rigid multicomponent pavements with discontinuities—WESLIQID and WESLAYER.” Tech. Reports 1 2 and 3 U.S. Army Engineer Waterways Station Vicksburg Miss. May 1981.

4. Structural design considerations for pavement joints;Finney E. A.;J. Am. Concr. Inst.,1956

5. Design of dowels in transverse joints of concrete pavements;Friberg B. F.;Trans.,1940

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