| 书目名称 | Shock, Impact and Explosion | | 副标题 | Structural Analysis | | 编辑 | M. Y. H. Bangash | | 视频video | | | 概述 | Comprehensive, practical treatment of dynamic loads on structures caused by explosion or impact.Describes technical foundations, numerical tools, and discusses real and experimental cases.Relevant for | | 图书封面 |  | | 描述 | Table F.1. Reinforcement for one and two way elements Pressure Reinforcement Two-way One-way design range elements elements Intermediate Main A =0.0025bd A =0.0025bd s s and low Other A =0.0018bd A +A =0.0020bT s s c s High Main A = A A = A s s s s =0.0025bd =0.0025bd c c Other A = A A = A s s s s a a =0.0018bd =0.0018bd c c a But not less than A /4 used in the main direction (see Fig. F.2 for coe?cients) s where A = area of compression reinforcement within the width b, d = s distancefromtheextremecompression?bretothecentroidofcompression reinforcement, a = depth of the equivalent rectangular stress block = (A ?A )f /0.85bf . s s s c The minimum area of ?exural reinforcement is given in Table F.1. Ultimate Static Shear Capacity Diagonal Tension (1) Theultimateshearstressv ,asameasureofdiagonaltension,iscomputed u for type I sections from v = V /bd (F.5) u u and for type II and III sections 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 | | 出版日期 | Book Nov 2008Latest edition | | 关键词 | Analysis; Explosion; Impact; Shock; calculus; computer; concrete; design; dynamics; environment; modeling; nume | | 版次 | 1 | | doi | https://doi.org/10.1007/978-3-540-77068-8 | | copyright | Springer-Verlag Berlin Heidelberg 2009 |
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发表于 2025-3-21 19:04:09
