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Albritton, Gayle E
110
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?
1
Subscale MX Shelter Closure Structural Response Test Progra..:
Hammons, Michael I
;
Eagles, Paul S
;
Albritton, Gayle E
..
http://hdl.handle.net/2027/mdp.39015086525485. , 1982
Link:
http://hdl.handle.net/20..
?
2
Subscale MX Shelter Closure Structural Response Test Progra..:
Hammons, Michael I
;
Albritton, Gayle E
;
Structures Laboratory (U.S.)
.
http://hdl.handle.net/2027/mdp.39015086525212. , 1982
Link:
http://hdl.handle.net/20..
?
3
Subscale MX Shelter Closure Structural Response Test Progra..:
Eagles, Paul S
;
Albritton, Gayle E
;
Structures Laboratory (U.S.)
.
http://hdl.handle.net/2027/mdp.39015086525493. , 1982
Link:
http://hdl.handle.net/20..
?
4
Response of buried MX vertical shelters to dynamic loading ..:
Albritton, Gayle E
;
Structures Laboratory (U.S.)
;
United States. Air Force. Ballistic Missile Office
http://hdl.handle.net/2027/mdp.39015086525352. , 1981
Link:
http://hdl.handle.net/20..
?
5
Prestressed concrete highway pavement : construction, as bu..:
Albritton, Gayle E
;
United States. Federal Highway Administration. Demonstration Projects Division
;
Mississippi. State Highway Department
http://hdl.handle.net/2027/mdp.39015041247597. , 1978
Link:
http://hdl.handle.net/20..
?
6
Prestressed concrete highway pavement : construction, as bu..:
Albritton, Gayle E
;
United States. Federal Highway Administration. Demonstration Projects Division
;
Mississippi. State Highway Department
http://hdl.handle.net/2027/mdp.39015060577387. , 1978
Link:
http://hdl.handle.net/20..
?
7
Response of deep two-way-reinforced and unreinforced concre..:
Albritton, Gayle E
;
Crowson, Roger D., author
;
Waterways Experiment Station (U.S.). Weapons Effects Laboratory
.
http://hdl.handle.net/2027/mdp.39015086527069. , 1973
Link:
http://hdl.handle.net/20..
?
8
Response of deep two-way-reinforced and unreinforced concre..:
Beavers, James E
;
Albritton, Gayle E
;
Waterways Experiment Station (U.S.)
.
http://hdl.handle.net/2027/mdp.39015086527028. , 1970
Link:
http://hdl.handle.net/20..
?
9
Response of deep two-way-reinforced and unreinforced concre..:
Albritton, Gayle E
;
Cole, K. M
;
Waterways Experiment Station (U.S.)
.
http://hdl.handle.net/2027/mdp.39015086527002. , 1969
Link:
http://hdl.handle.net/20..
?
10
Response of deep two-way-reinforced and unreinforced concre..:
Albritton, Gayle E
;
Cole, K. M
;
Waterways Experiment Station (U.S.)
.
http://hdl.handle.net/2027/mdp.39015086526996. , 1969
Link:
http://hdl.handle.net/20..
?
11
Response of deep two-way-reinforced and unreinforced concre..:
Albritton, Gayle E
;
Bayer, David M., author
;
Balsara, Jimmy Piroshaw, author
..
http://hdl.handle.net/2027/mdp.39015086527010. , 1969
Link:
http://hdl.handle.net/20..
?
12
Behavior of flexible cylinders buried in sand under static ..:
Albritton, Gayle E
http://hdl.handle.net/2027/mdp.39015086518191. , 1968
Link:
http://hdl.handle.net/20..
?
13
The elastic response of buried cylinders : critical literat..:
Albritton, Gayle E
;
Waterways Experiment Station (U.S.)
;
United States. Defense Atomic Support Agency
http://hdl.handle.net/2027/mdp.39015086517870. , 1966
Link:
http://hdl.handle.net/20..
?
14
Review of the literature pertaining to the analysis of deep..:
Albritton, Gayle E
;
Waterways Experiment Station (U.S.)
;
United States. Defense Atomic Support Agency
http://hdl.handle.net/2027/mdp.39015086518019. , 1965
Link:
http://hdl.handle.net/20..
?
15
Description, proof test, and evaluation of blast load gener..:
Albritton, Gayle E
;
Waterways Experiment Station (U.S.)
;
United States. Defense Atomic Support Agency
http://hdl.handle.net/2027/mdp.39015086518167. , 1965
Link:
http://hdl.handle.net/20..
1-15
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