Show simple item record

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


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record