Zobrazeno 1 - 10
of 42
pro vyhledávání: '"Charles H. Thornton"'
Publikováno v:
The Structural Design of Tall Buildings. 9:183-199
Following a history of the planning of the U.S. Capitol Building Dome and a detailed description of its construction, the paper continues with the comprehensive analysis and review of the Dome carried out by LZA Technology (LZA) which concluded the f
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ef36f5204b9ef0b41d9ee6185b081d8c
https://doi.org/10.1002/1099-1794(200006)9:3<183::aid-tal139>3.0.co
https://doi.org/10.1002/1099-1794(200006)9:3<183::aid-tal139>3.0.co
Publikováno v:
Journal of Performance of Constructed Facilities. 12:100-112
From visual inspection and analysis of the damage that occurred in the Murrah Building as a result of a blast caused by a large truck bomb, it is shown that progressive collapse extended the damage beyond that caused directly by the blast. The type o
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6a34c9c3ae3c92820fc656d8d6883ee3
https://doi.org/10.1061/(asce)0887-3828(1998)12:3(100)
https://doi.org/10.1061/(asce)0887-3828(1998)12:3(100)
Publikováno v:
Journal of Performance of Constructed Facilities. 12:113-119
The truck bombing of the Murrah Building caused significant damage to this structure. From the characteristics of the bomb crater, it was determined that the explosion yielded energy comparable to that from the detonation of 1,814 kg (4,000 lbs) of t
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ff42030c5fe32ee0d4ef3a691d4babe4
https://doi.org/10.1061/(asce)0887-3828(1998)12:3(113)
https://doi.org/10.1061/(asce)0887-3828(1998)12:3(113)
Publikováno v:
Journal of Performance of Constructed Facilities. 12:120-136
In May 1995, the Federal Emergency Management Agency deployed a building performance assessment team composed of ASCE and federal government engineers to investigate damage caused by the malevolent bombing of the Alfred P. Murrah Federal Building. Th
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1b7401ad96b33357d88fb245303de727
https://doi.org/10.1061/(asce)0887-3828(1998)12:3(120)
https://doi.org/10.1061/(asce)0887-3828(1998)12:3(120)
Publikováno v:
Scientific American. 277:92-101
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ea21aa1fea74c4ef7236045631059238
https://doi.org/10.1038/scientificamerican1297-92
https://doi.org/10.1038/scientificamerican1297-92
Publikováno v:
Journal of Wind Engineering and Industrial Aerodynamics. 36:235-244
For high rise and slender buildings, a structural system with members sized for strength alone is usually unacceptably flexible. Determining the most effective places to add material for deflection control can be critical in providing an economical d
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::83ec80ad3469c29b2a8fa828bfa0420a
https://doi.org/10.1016/0167-6105(90)90308-y
https://doi.org/10.1016/0167-6105(90)90308-y
Autor:
Eric C. Stovner, Glenn G. Thater, Emmanuel E. Velivasakis, Charles H. Thornton, Christopher P. Pinto
Publikováno v:
Structures 2001.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6f69af5cda7adbbeb573f23890761787
https://doi.org/10.1061/40558(2001)1
https://doi.org/10.1061/40558(2001)1
Publikováno v:
Advanced Technology in Structural Engineering.
The present Dome of the U.S. Capitol Building was designed and built from the 1850s to the 1860s and is a masterpiece of 19 th -century engineering and construction. The majority of the Dome is comprised of cast iron; remaining elements are wrought i
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::1bcd41ad281afc1af96c0153531aa5da
https://doi.org/10.1061/40492(2000)165
https://doi.org/10.1061/40492(2000)165
Publikováno v:
Journal of Computing in Civil Engineering. 5:129-131
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6522d7dffb0b856adee2cec2e3ccc95d
https://doi.org/10.1061/(asce)0887-3801(1991)5:2(129)
https://doi.org/10.1061/(asce)0887-3801(1991)5:2(129)
Publikováno v:
"SP-172: High-Performance Concrete - Proceedings: ACI International Conference, Malaysia 1997".
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::21e316fbaf5499b8a6338c9a4a9f8431
https://doi.org/10.14359/6140
https://doi.org/10.14359/6140