Zobrazeno 1 - 4
of 4
pro vyhledávání: '"Jonathan S. Shull"'
Publikováno v:
Journal of Performance of Constructed Facilities. 29
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 w
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c2da2a77b3d8e42b3d7b806bf9b9223d
https://doi.org/10.1061/(asce)cf.1943-5509.0000509
https://doi.org/10.1061/(asce)cf.1943-5509.0000509
Publikováno v:
Journal of Performance of Constructed Facilities. 29
This paper presents the results of large-deflection resistance testing of partially grouted single-wythe and multiwythe insulated masonry walls. Three design sections were evaluated under uniform pressure in a vacuum chamber test, as follows: (1) 150
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1c44194d19f4e63ac2585e2c6971ee98
https://doi.org/10.1061/(asce)cf.1943-5509.0000508
https://doi.org/10.1061/(asce)cf.1943-5509.0000508
Publikováno v:
Journal of Structural Engineering. 131:1206-1215
Concrete anchoring systems are commonly used in blast resistant wall systems. These anchoring systems are often subjected to large tensile forces in a short time during an external blast event. Previous research has been conducted on anchoring system
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c342e77f1ec3a726c386d33a95e11d15
https://doi.org/10.1061/(asce)0733-9445(2005)131:8(1206)
https://doi.org/10.1061/(asce)0733-9445(2005)131:8(1206)
Publikováno v:
Journal of Structural Engineering. 140
A research program was conducted to assess the capability of conventional non-load-bearing insulated precast concrete exterior wall panels to withstand blast loadings. Typical construction details from the tilt-up and prestressed concrete industries
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c610069c3397bff85a65bc7f23964074
https://doi.org/10.1061/(asce)st.1943-541x.0001020
https://doi.org/10.1061/(asce)st.1943-541x.0001020