ligature 发表于 2025-3-25 06:08:46

Blast and Impact on Buildings due to Aircraft Crashes,ower collapsed under aircraft crashes:Explosion-Resistant BuildingsSpringer-Verlag, Heidelberg 2006Comprehensive programs under the title of BANG-F have been developed in Fortran. A brief of this work is reposted under this section together with additional results which could not be published for te

权宜之计 发表于 2025-3-25 10:09:20

Dynamic Finite-Element Analysis of Impact and Explosion,on procedures are recommended. This chapter ends with some load—time functions for selected cases using finite-element analysis. There are many publications on the topic of impact and explosion which can be used for in-depth studies.

BRIBE 发表于 2025-3-25 13:04:27

Nuclear Reactors,mal shock load. The streamline break accident (SLBA) occurs as a result of a complete and partial rupture of a steam line inside the containment vessel. A rapid cool-down and depressurization of the primary circuit normally take place. In order to restore the reactor coolant pressure, a pressure loading unconnected with LOCA is required.

摸索 发表于 2025-3-25 18:25:49

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Asymptomatic 发表于 2025-3-25 20:44:50

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祖传财产 发表于 2025-3-26 00:35:19

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急急忙忙 发表于 2025-3-26 07:29:36

Underground and Underwater Explosion and Their Effects,associated with nuclear explosions. This included nuclear explosion experiments such as Gnome, a scientific experiment and the first Plowshare nuclear experiment, conducted in December 1961, and Sedan, the first Plowshare nuclear cratering experiment, conducted in July 1962. In addition, many of the

discord 发表于 2025-3-26 08:56:09

Luggage Container Subject to Internal Explosion,orporation carried out research on the structural response and blast loading models of the luggage container. The container withstood the detonation of a bomb larger than which caused the loss of PAN AMERICAN Flight 103 over Lockerbie, Scotland 1988. The test was to increase the explosive resistance

繁忙 发表于 2025-3-26 14:05:22

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高射炮 发表于 2025-3-26 20:21:24

Book Nov 2008Latest editionns from v = V /bd , (F.6) u u c whereV isthetotalshearona widthbatthesectiona distanced(type I) u or d (type II and III) from the face of the support. The shear at sections c between the face of the support and the section d or d therefrom need c not be considered critical. (2) The shear stress perm
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查看完整版本: Titlebook: Shock, Impact and Explosion; Structural Analysis M. Y. H. Bangash Book Nov 2008Latest edition Springer-Verlag Berlin Heidelberg 2009 Analy