Zobrazeno 1 - 10
of 17
pro vyhledávání: '"Sam A. Kiger"'
Publikováno v:
Journal of Structural Engineering. 141
Building envelope is a critical line of defense against external explosions, and laminated glass can greatly reduce the hazard of flying shards. Blast-resistant glazing research exists, but few areas remain unexplored related to resistance and blast
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::db7cc4fe2189a109c6f786f4876b404c
https://doi.org/10.1061/(asce)st.1943-541x.0001130
https://doi.org/10.1061/(asce)st.1943-541x.0001130
Publikováno v:
Practice Periodical on Structural Design and Construction. 19
When properly designed, framed, and anchored, blast-resistant laminates for curtain walls can greatly reduce or eliminate the hazard and injury from flying glass, and are capable of maintaining the integrity of a building envelope and reducing interi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b112f8d505cfca1458d7149bb1d79891
https://doi.org/10.1061/(asce)sc.1943-5576.0000193
https://doi.org/10.1061/(asce)sc.1943-5576.0000193
Publikováno v:
Structures Congress 2013.
This paper focuses on the analytical modeling performed in conjunction with high explosive shock tube testing performed at the University of Kentucky (U.K.). Two 5 ft × 10 ft curtain wall systems were modeled, of which one was tested by U.K. using a
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2a8670bdeed52ff15b26154e6243084c
https://doi.org/10.1061/9780784412848.016
https://doi.org/10.1061/9780784412848.016
Publikováno v:
Journal of Engineering Mechanics. 120:1392-1400
In practice, evidence suggests that long, slender piles subjected to axial loads can fail under axial stresses below the yield point of the pile material. A general solution for critical buckling capacity of long, slender friction piles in clay is pr
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::626c46fccc5687c76c4e58dfe32875a3
https://doi.org/10.1061/(asce)0733-9399(1994)120:6(1392)
https://doi.org/10.1061/(asce)0733-9399(1994)120:6(1392)
Autor:
William Chad Wedding, Ahmed Ibrahim, Mahmoud T. Nawar, Braden Lusk, Sam A. Kiger, Hani Salim, Kyle A. Perry
Publikováno v:
Structures Congress 2011.
Dynamic modeling and field testing of full-scale window systems using a shock tube are presented in this paper. The modeling includes numerical simulations using LS-DYNA. The dynamic response in terms of the center deflection as well as the dynamic r
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7a5e6869ca582cd5485d89c680c5a031
https://doi.org/10.1061/41171(401)135
https://doi.org/10.1061/41171(401)135
Publikováno v:
Structures Congress 2006.
An integrated experimental, analytical, and computational effort is being made in the Center for Explosion Resistant Design, in collaboration with national laboratories and industry, on the structural design, first-principle simulation, and developme
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::fb7b0dd7ec9b8ce17d6cdba1feb853ab
https://doi.org/10.1061/40889(201)25
https://doi.org/10.1061/40889(201)25
Autor:
Hani Salim, Sam A. Kiger
High speed photography equipment and specialized accelerometers was purchased to obtain measurements related to blast mitigation and damage evolution in concrete systems and large scale buildings.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f00f146aa0aba7e04f17aba07b74463b
https://doi.org/10.21236/ada394035
https://doi.org/10.21236/ada394035
Autor:
Sam A. Kiger, Hani Salim
Publikováno v:
SP-175: Concrete and Blast Effects.
This paper investigates the use of structural damping in blast response calculations. In recently published literature, there are many examples of structural damping being used in computational models with little or no experimental or theoretical jus
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7c91e6665d87246bf9df9a7f2edbcdb5
https://doi.org/10.14359/5919
https://doi.org/10.14359/5919
Autor:
Sam A. Kiger, Stanley C. Woodson
Publikováno v:
Journal of Structural Engineering. 114:2057-2069
Ten one-way reinforced concrete slabs were tested to investigate the effects of shear stirrups and stirrup details on ultimate capacity and tensile membrane behavior. The slabs were rigidly restrained at the supports and were loaded with a uniformly
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::bfa63e4b0d45374f501cf43dbf8878d2
https://doi.org/10.1061/(asce)0733-9445(1988)114:9(2057)
https://doi.org/10.1061/(asce)0733-9445(1988)114:9(2057)
Publikováno v:
ACI Structural Journal. 86
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ba9b758f0b0ecad994bd372338d2823b
https://doi.org/10.14359/2696
https://doi.org/10.14359/2696