contributor author | T. D. Lin | |
contributor author | Jonathan A. Senseney | |
contributor author | Larry Dean Arp | |
contributor author | Charles Lindbergh | |
date accessioned | 2017-05-08T21:15:33Z | |
date available | 2017-05-08T21:15:33Z | |
date copyright | January 1989 | |
date issued | 1989 | |
identifier other | %28asce%290893-1321%281989%292%3A1%2810%29.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/44647 | |
description 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. | |
publisher | American Society of Civil Engineers | |
title | Concrete Lunar Base Investigation | |
type | Journal Paper | |
journal volume | 2 | |
journal issue | 1 | |
journal title | Journal of Aerospace Engineering | |
identifier doi | 10.1061/(ASCE)0893-1321(1989)2:1(10) | |
tree | Journal of Aerospace Engineering:;1989:;Volume ( 002 ):;issue: 001 | |
contenttype | Fulltext | |