Zobrazeno 1 - 10
of 25
pro vyhledávání: '"Vincent P. Chiarito"'
Autor:
Sarah. L. Orton, Vincent P. Chiarito, Christopher Rabalais, Matthew Wombacher, Stephen P. Rowell
Publikováno v:
Polymers, Vol 6, Iss 4, Pp 1026-1039 (2014)
The purpose of this research is to gain a better understanding of strain rate effects in carbon fiber reinforced polymer (CFRP) laminates exposed to blast loading. The use of CFRP offers an attractive option for mitigating structures exposed to blast
Externí odkaz:
https://doaj.org/article/8e6b0eb77a894d91bd30ad838f13d076
Publikováno v:
Journal of Structural Engineering. 143
The dual-hazard inelastic behavior of concrete-filled double-skin steel tubes (CFDSTs) is experimentally investigated as a substitute to reinforced concrete columns for bridge piers in mult...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::876c5fdf7d0447b9d5829ca11dc14cbe
https://doi.org/10.1061/(asce)st.1943-541x.0001883
https://doi.org/10.1061/(asce)st.1943-541x.0001883
Autor:
Yihai Bao, Joseph A. Main, Vincent P. Chiarito, Fahim Sadek, Jorge O. Torres, Hai S. Lew, Stephen D. Robert
Publikováno v:
PCI Journal. 62
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7e3fb747439a4b718d3948073914bdd4
https://doi.org/10.15554/pcij62.5-02
https://doi.org/10.15554/pcij62.5-02
Analysis of CFRP Strengthened Reinforced Concrete Structural Components Subjected to Close-In Blasts
Publikováno v:
International Journal of Protective Structures. 4:467-483
This paper presents a simple procedure for the analysis of strengthened and unstrengthened reinforced concrete slabs under close-in blast loadings. The simplified procedure provides a tool to quickly check a slab or verify the results of a more advan
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::de203109a82f11cd35b13164e5ff4f5c
https://doi.org/10.1260/2041-4196.4.4.467
https://doi.org/10.1260/2041-4196.4.4.467
Publikováno v:
Journal of Structural Engineering. 139:98-107
This paper presents an experimental study of two full-scale steel beam-column assemblies, each comprising three columns and two beams, to (1) define their response characteristics under a column-removal scenario, including the capacity of the beams a
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::abd3cc7569c51e71f06f99594d99417a
https://doi.org/10.1061/(asce)st.1943-541x.0000618
https://doi.org/10.1061/(asce)st.1943-541x.0000618
Publikováno v:
Journal of Bridge Engineering. 21
Steel jacketing has been used extensively in the United States to retrofit seismically deficient bridge columns. This procedure, which consists of encasing a RC column in a steel jacket, is effective in providing a ductile seismic response but does n
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0b5d30e18b184ab86adf4512ea11039f
https://doi.org/10.1061/(asce)be.1943-5592.0000882
https://doi.org/10.1061/(asce)be.1943-5592.0000882
Autor:
Mihan H. McKenna, Henry Diaz-Alvarez, Christopher Simpson, Vincent P. Chiarito, Luis A. De Jesus-Diaz
Publikováno v:
The Journal of the Acoustical Society of America. 143:1818-1818
The U.S. Army Engineer Research and Development Center (ERDC) is leading research using seismic-infrasound-acoustic-meteorological (SIAM) arrays to determine structural characteristics of critical infrastructure. Large infrastructure, such as dams, e
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::fe271d1fd4603810b90751562a4806fa
https://doi.org/10.1121/1.5035967
https://doi.org/10.1121/1.5035967
Publikováno v:
Transportation Research Record: Journal of the Transportation Research Board. 2202:85-92
This paper discusses the use of an economical ballistic pendulum device to study the effectiveness of energy-absorbing materials to mitigate explosive detonation effects. Besides closing a structure, engineers must develop innovative measures to miti
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::11bc00999cb20e1448691cadbf9323e9
https://doi.org/10.3141/2202-11
https://doi.org/10.3141/2202-11