Zobrazeno 1 - 10
of 19
pro vyhledávání: '"John M. Hoemann"'
Autor:
John E. Hatfield, Genevieve L. Pezzola, Robert E. Walker, John M. Hoemann, Catherine S. Stephens, James S. Davidson
Publikováno v:
Structures Congress 2022.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::07eee2cc9314bdf5b8a762a1869eccb6
https://doi.org/10.1061/9780784484180.006
https://doi.org/10.1061/9780784484180.006
Publikováno v:
International Journal of Protective Structures. 8:539-559
Unreinforced masonry infill walls are one of the most economical and widely used exterior wall systems. However, they can produce secondary fragments due to their brittle failure modes when subject...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::171a960f52df52148d4af684f3f86efe
https://doi.org/10.1177/2041419617729897
https://doi.org/10.1177/2041419617729897
Publikováno v:
International Journal of Protective Structures. 8:125-151
Over recent decades, three distinct methods have evolved that are currently being used to generate resistance functions for single-degree-of-freedom analyses of unreinforced masonry walls subjected to blast loading. The degree of differences in these
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::95c4352c051e5e97a2e60977acfac8ef
https://doi.org/10.1177/2041419617697518
https://doi.org/10.1177/2041419617697518
Publikováno v:
Journal of Performance of Constructed Facilities. 33
Various ductile sheet materials are currently being considered to retrofit existing concrete walls to mitigate the effects of external blast. In this paper, the blast mitigation of the soft...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::76c74c841ac2b3388caefeab41a98910
https://doi.org/10.1061/(asce)cf.1943-5509.0001265
https://doi.org/10.1061/(asce)cf.1943-5509.0001265
Publikováno v:
International Journal of Protective Structures. 3:389-405
This paper presents the development and validation of a single-degree-of-freedom (SDOF) methodology that can be used for the analysis and design of foam-insulated concrete sandwich panels subjected to blast loads. The experimental program used for va
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::bc5132e6f58f942b09f95434cefadaa1
https://doi.org/10.1260/2041-4196.3.4.389
https://doi.org/10.1260/2041-4196.3.4.389
Publikováno v:
Journal of Structural Engineering. 138:52-61
Insulated precast concrete sandwich wall panels are commonly used for exterior cladding on building structures. The insulation is sandwiched between exterior and interior concrete layers to reduce the heating and cooling costs for the structure. The
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::79992a830d99edbb91d2174f18e3f61d
https://doi.org/10.1061/(asce)st.1943-541x.0000430
https://doi.org/10.1061/(asce)st.1943-541x.0000430
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. 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