HEA|  |03247nam a2200385 i 4500
001|  |022023000412
003|  |CAL
005|  |20230522110650.6
008|  |230522s2022    flu      b    001 0 eng d
010|  |▼a  2021055051
020|  |▼a9781032200514▼q(hardback)
020|  |▼a1032200510▼q(hardback)
020|  |▼a9781032201276▼q(paperback)
020|  |▼a1032201274▼q(paperback)
040|  |▼aTJDX▼beng▼cTJDX▼erda
042|  |▼apcc
050|00|▼aTA683.2▼b.Z43 2022
082|00|▼a624.1/8341▼223
093|  |▼aTU375▼25
099|  |▼aCAL 022023020743
100|1 |▼aZhang, Chunwei▼c(Civil Engin-
   |  |eer),▼eauthor.
245|10|▼aConcrete structures subjecte-
   |  |d to impact and blast loadings-
   |  | and their combinations /▼cChu-
   |  |nwei Zhang & Gholamreza Gholipour.
264| 1|▼aBoca Raton :▼bCRC Press,▼c2022.
300|  |▼axii, 320 pages :▼billustrati-
   |  |ons (black and white) ;▼c25 cm
336|  |▼atext▼2rdacontent
337|  |▼aunmediated▼2rdamedia
338|  |▼avolume▼2rdacarrier
504|  |▼aIncludes bibliographical ref-
   |  |erences and index.
505|0 |▼aState-of-the-art review on c-
   |  |oncrete structures subjected t-
   |  |o impact loads －－ State-of-the-
   |  |-art review on concrete struct-
   |  |ures subjected to blast loads -
   |  |－－ Nonlinear dynamic analysis -
   |  |of RC columns subjected to lat-
   |  |eral impact loads －－ Progressi-
   |  |ve damage assessment of bridge-
   |  | pier subjected to ship collis-
   |  |ion －－ Simply-supported RC bea-
   |  |ms subjected to combined impac-
   |  |t-blast loads －－ Loading rate -
   |  |effect on the responses of bea-
   |  |m subjected to combine loads －－
   |  |- RC columns subjected to the -
   |  |combination of impact and blas-
   |  |t loads －－ Bridge pier subject-
   |  |ed to vessel impact combined w-
   |  |ith blast loads －－ Summary.
520|  |▼a"Although much research focu-
   |  |ses on investigating the respo-
   |  |nses of reinforced concrete (R-
   |  |C) structures under sole impac-
   |  |t or blast loads, the response-
   |  |s of RC structures under a com-
   |  |bination of impact and blast l-
   |  |oads currently represent a gap-
   |  | in our knowledge. The combine-
   |  |d actions of impact and blast -
   |  |loadings may be applied to RC -
   |  |structures during accidental o-
   |  |r intentional collision of ves-
   |  |sels, vehicles, etc., carrying-
   |  | explosive materials. A compre-
   |  |hensive study on the vulnerabi-
   |  |lity of various structural mem-
   |  |bers is carried out using fini-
   |  |te element (FE) simulations un-
   |  |der combination of impact and -
   |  |blast loads with the variation-
   |  |s of various loading- and stru-
   |  |ctural-related parameters and -
   |  |key parameters. This book intr-
   |  |oduces various structural anal-
   |  |ysis approaches for concrete s-
   |  |tructures when subjected to ex-
   |  |treme loads such as impact and-
   |  | blast loadings. The theory of-
   |  | the combinations of impact an-
   |  |d blast loads is proposed whic-
   |  |h can provide primary insights-
   |  | to the specific readers to de-
   |  |velop new ideas in impact and -
   |  |blast engineering including co-
   |  |mbined actions of extreme load-
   |  |s arising from real-world inte-
   |  |ntional or accidental events. -
   |  |This book will be of value to -
   |  |students (undergraduate or pos-
   |  |tgraduate), engineers, and res-
   |  |earchers in structural and civ-
   |  |il engineering, and specifical-
   |  |ly, those who are studying and-
   |  | investigating the performance-
   |  |s of concrete structures under-
   |  | extreme loads"－－▼cProvided by-
   |  | publisher.
650| 0|▼aBuildings, Reinforced concrete.
650| 0|▼aConcrete walls▼xBlast effect.
650| 0|▼aImpact.
700|1 |▼aGholipour, Gholamreza,▼eauthor.
998|  |▼aTJDX

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