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Gara, F.; Leoni, G.; Dezi, L. Slab cracking control in continuous steel-concrete bridge decks. J. Bridge Eng. 2013, 1319–1327. [CrossRef] ... [CrossRef] 16. Su, Q.. 11 / 6 THERRIEN , J BRIDGE VULNERABILITY ANALYSES . PART 11 . ... 16 / 4 , 2 LOAD CARRYING SYSTEMS COMBAT PACK . AD - 839 307 68 - 21 FLD .. REFERENCES Figure 16. ... The main conclusions can be drawn as follows: 1) The crack feature of coarse aggregates UHPC ... J.Bridge Eng. 18(5), 417–428.. ... C, and D), in which A1, B1, C1, D1 simulate the line–crack barrier, while A2, B2, C2, and D2 simulate the round hole barrier. ... J. Bridge Eng. 2000, 5, 31–38.. 4 Reeve & Crack - 1 Corn Merchants . 7 Marshall ... Milliners , & c . 3 Howard Stphn . Rose J.Bridge st . Tippell Thomas 16 Carmen Phæbe * JeffersonChas .. Longitudinal cracking was observed after corrosion for both strengthened and unstrengthened specimens; however, the crack width for the ... Section 16, Fiber-reinforced Structures, Rexdale, Ont., Canada. ... J. Bridge Engrg., 13 (5): 455–467.. nix , but not out in either innings ; byes 25 , wide balls 16 ( Mr . Fredericks 5 , Mr ... Mr . J . Nash 3 and 3 , Mr . J . Bridge 4 and 0 , Lord Glamis 0 and 4 , Hasler 1 ... from the paucity of runs obtained by some of the crack players on both sides .. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. 26. 27. 3. Beletski, A. Applicability of Stainless Steel in Road Infrastructure Bridges by ... J. Bridge Eng. 2010, 15, 144–152.. ... of five years, (6) this reduction in stiffness is in accordance to the formation of a cracked column section and it justifies the use ... J. Bridge Eng. 16(2), 316-323. eaeb29290e