| contributor author | John M. Hoemann | |
| contributor author | Jonathan S. Shull | |
| contributor author | Hani H. Salim | |
| contributor author | Bryan T. Bewick | |
| contributor author | James S. Davidson | |
| date accessioned | 2017-05-08T22:17:58Z | |
| date available | 2017-05-08T22:17:58Z | |
| date copyright | August 2015 | |
| date issued | 2015 | |
| identifier other | 40146804.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/76698 | |
| description abstract | This paper presents the results of full-scale blast load testing of partially grouted single-wythe and multiwythe insulated masonry walls. Three design sections were evaluated, as follows: (1) a 150-mm (6-in.) standard block masonry wall reinforced with 10-mm (No. 3) rebar at 80-cm (32-in.) maximum spacing, (2) a 200-mm (8-in.) standard block masonry wall reinforced with 13-mm (No. 4) rebar at 122-cm (48-in.) maximum spacing, and (3) a cavity wall consisting of 200-mm (8-in.) standard reinforced concrete masonry unit (CMU) wythe plus a 102-cm (4-in.) clay facing brick veneer with 52-mm (2-in.) thick extruded polystyrene rigid board insulation and a 25-mm (1-in.) air gap between the structural wythe and the veneer. Each test panel was 285 cm (112 in.), seven blocks, in | |
| publisher | American Society of Civil Engineers | |
| title | Performance of Partially Grouted, Minimally Reinforced CMU Cavity Walls against Blast Demands. II: Performance under Impulse Loads | |
| type | Journal Paper | |
| journal volume | 29 | |
| journal issue | 4 | |
| journal title | Journal of Performance of Constructed Facilities | |
| identifier doi | 10.1061/(ASCE)CF.1943-5509.0000509 | |
| tree | Journal of Performance of Constructed Facilities:;2015:;Volume ( 029 ):;issue: 004 | |
| contenttype | Fulltext | |