Zobrazeno 1 - 10
of 20
pro vyhledávání: '"Terrence F. Paret"'
Autor:
Terrence F. Paret, Owen Rosenboom
Publikováno v:
RILEM Bookseries ISBN: 9783319994406
Due to a 2011 earthquake, The Washington Monument—one of the tallest unreinforced masonry structures in the world—sustained cracking, spalling, and permanent displacement of its marble components. This occurred most significantly in its pyramidio
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::bafa4e876f899308104eeedeccdd725b
https://doi.org/10.1007/978-3-319-99441-3_153
https://doi.org/10.1007/978-3-319-99441-3_153
Autor:
Terrence F. Paret, Owen Rosenboom
Publikováno v:
RILEM Bookseries ISBN: 9783319994406
Constructed in 1892 with a seamless addition completed in 1904, the Hibernia Bank Building is an unreinforced brick and granite masonry San Francisco banking temple. After being abandoned for over a decade, in 2010 a new owner sought to renovate the
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::652d5755f0dbc2a9e892ee16d2a89348
https://doi.org/10.1007/978-3-319-99441-3_155
https://doi.org/10.1007/978-3-319-99441-3_155
Publikováno v:
Civil Engineering Magazine. 82:50-67
On Tuesday, August 23, 2011, at approximately 1:51 PM (eastern daylight time), an earthquake with a moment magnitude of 5.8 was recorded by the U.S. Geological Survey within the Central Virginia Seismic Zone. Centered near Mineral, Virginia, approxim
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::21c2a1a6c0df1e59c3bf147f4654f132
https://doi.org/10.1061/ciegag.0000429
https://doi.org/10.1061/ciegag.0000429
Publikováno v:
Engineering Structures. 30:2114-2126
A monumental 100-year-old multi-story brick masonry synagogue in San Francisco was threatened with closure due to non-compliance with an Unreinforced Masonry Building Ordinance. The Ordinance required demonstrating that the building would protect lif
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::faebdb34c00d3072775cbf2e58ff2941
https://doi.org/10.1016/j.engstruct.2007.03.023
https://doi.org/10.1016/j.engstruct.2007.03.023
Autor:
Terrence F. Paret
Publikováno v:
Journal of Structural Engineering. 126:10-18
Ultrasonic indications in the roots of complete penetration welds (W1's) were the most common of the unexpected conditions identified after the 1994 Northridge earthquake in welded steel moment frame (WSMF) buildings. Widely treated by the engineerin
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::13baadf79a699e0e1c932dae4dc8bb87
https://doi.org/10.1061/(asce)0733-9445(2000)126:1(10)
https://doi.org/10.1061/(asce)0733-9445(2000)126:1(10)
Autor:
Terrence F. Paret
Publikováno v:
Journal of Structural Engineering. 126:19-23
Ultrasonic indications in the roots of complete penetration welds (W1’s) were the most common of the unexpected conditions identified after the 1994 Northridge earthquake in welded steel moment frame (WSMF) buildings. Widely treated by the engineer
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1414928e01967e3109ac7b0d2823b502
https://doi.org/10.1061/(asce)0733-9445(2000)126:1(19)
https://doi.org/10.1061/(asce)0733-9445(2000)126:1(19)
Publikováno v:
Structures Congress 2010.
Reinforced concrete flat plate slabs and slabs with drop panels often exhibit radial cracking in the vicinity of column supports under normal service/construction loading. This behavior has been observed in slabs in which design and/or construction e
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c95a79f870921521a9c52310e8882fb2
https://doi.org/10.1061/41130(369)178
https://doi.org/10.1061/41130(369)178
Publikováno v:
Improving the Seismic Performance of Existing Buildings and Other Structures.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4bf944646f15e788845f258ffe0c8f3d
https://doi.org/10.1061/41084(364)56
https://doi.org/10.1061/41084(364)56
Publikováno v:
Improving the Seismic Performance of Existing Buildings and Other Structures.
The term PML, or Probable Maximum Loss, has been employed for many years in the insurance, lending and engineering industries as a means to define the monetary risk -- expressed as a percentage of replacement value -- associated with a particular pro
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1a81b64617a0b46dd9b8b1d694cfb0b5
https://doi.org/10.1061/41084(364)54
https://doi.org/10.1061/41084(364)54