E-LIB Suche - Ergebnisse für: Albritton, Gayle E - Sprache DE

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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..

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