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    Concrete Lunar Base Investigation

    Source: Journal of Aerospace Engineering:;1989:;Volume ( 002 ):;issue: 001
    Author:
    T. D. Lin
    ,
    Jonathan A. Senseney
    ,
    Larry Dean Arp
    ,
    Charles Lindbergh
    DOI: 10.1061/(ASCE)0893-1321(1989)2:1(10)
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents results of structural analyses and a preliminary design of a precast, prestressed concrete lunar base subjected to one atmosphere internal pressure. The proposed infrastructure measures 120 ft in diameter and 72 ft in height, providing 33,000 sq ft of work area for scientific and industrial operations. Three loading conditions were considered in the design: (1) During construction; (2) under pressurization; and (3) during an air‐leak scenario. A floating foundation, capable of rigid body rotation and translation as the lunar soil beneath it yields, was developed to support the infrastructure and to ensure the air‐tightness of the system. Results reveal that it is feasible to use precast, prestressed concrete for construction of large lunar bases on the moon.
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      Concrete Lunar Base Investigation

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/44647
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    contributor authorT. D. Lin
    contributor authorJonathan A. Senseney
    contributor authorLarry Dean Arp
    contributor authorCharles Lindbergh
    date accessioned2017-05-08T21:15:33Z
    date available2017-05-08T21:15:33Z
    date copyrightJanuary 1989
    date issued1989
    identifier other%28asce%290893-1321%281989%292%3A1%2810%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/44647
    description abstractThis paper presents results of structural analyses and a preliminary design of a precast, prestressed concrete lunar base subjected to one atmosphere internal pressure. The proposed infrastructure measures 120 ft in diameter and 72 ft in height, providing 33,000 sq ft of work area for scientific and industrial operations. Three loading conditions were considered in the design: (1) During construction; (2) under pressurization; and (3) during an air‐leak scenario. A floating foundation, capable of rigid body rotation and translation as the lunar soil beneath it yields, was developed to support the infrastructure and to ensure the air‐tightness of the system. Results reveal that it is feasible to use precast, prestressed concrete for construction of large lunar bases on the moon.
    publisherAmerican Society of Civil Engineers
    titleConcrete Lunar Base Investigation
    typeJournal Paper
    journal volume2
    journal issue1
    journal titleJournal of Aerospace Engineering
    identifier doi10.1061/(ASCE)0893-1321(1989)2:1(10)
    treeJournal of Aerospace Engineering:;1989:;Volume ( 002 ):;issue: 001
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian