Zobrazeno 1 - 9
of 9
pro vyhledávání: '"Enzo D'Amore"'
Publikováno v:
The Structural Design of Tall and Special Buildings. 23:980-994
SUMMARY This paper is a study of a six-story welded steel moment-resisting frame instrumented by California Strong Motion Instrumentation Program. Several earthquakes had shaken the building, and its response of strong motion data recorded during the
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::19d548a2b7c677181f7d68b34b5a7288
https://doi.org/10.1002/tal.1100
https://doi.org/10.1002/tal.1100
Autor:
Simon Kim, Enzo D'Amore
Publikováno v:
Earthquake Spectra. 15:417-434
There has been an increasing trend toward the use of “push-over” analysis as a tool for evaluation of the safety of structures during earthquakes. A variety of existing push-over analysis procedures are currently being consolidated under programs
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b58b00b1771d8ba69fbe13ac913e2743
https://doi.org/10.1193/1.1586051
https://doi.org/10.1193/1.1586051
Publikováno v:
Engineering Structures. 20:433-446
During the 17 January, 1994 Northridge earthquake a number of welded moment resisting frames (WMRF) developed cracks in their beam-column connections. In this work, the seismic performance of a four-story, a 14-story and a 27-story moment resisting f
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5880faad7f859f2da7cadeb77fb9ebc3
https://doi.org/10.1016/s0141-0296(97)00145-4
https://doi.org/10.1016/s0141-0296(97)00145-4
Publikováno v:
AIP Conference Proceedings.
After natural events like the 1994 Northridge (USA), the 1995 Kobe (Japan), the 1999 Chi‐Chi (Taiwan) and the 1999 Duzce (Turkey) earthquakes it became evident that the demand for bridge structures could greatly benefit from the application of isol
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e4346c9bbac433161a7f20bd4f7b6b5a
https://doi.org/10.1063/1.2963752
https://doi.org/10.1063/1.2963752
Publikováno v:
AIP Conference Proceedings.
This paper examines the problem of identifying the dynamic characteristics of an instrumented building using an input‐output system identification method. The building studied was a six‐story steel moment‐resisting frame (SMRF) instrumented by
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a16e79871cfb874113931ba63c2c7f4c
https://doi.org/10.1063/1.2963817
https://doi.org/10.1063/1.2963817
Autor:
Simon Kim, Enzo D'Amore
Publikováno v:
SPIE Proceedings.
This paper is a case study of a six-story welded moment resisting steel frame (WMRSF) building in the Los Angeles area, which had been shaken during the Northridge earthquake. The objective of study was to assess and compare the effectiveness of seis
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::11a1cf7c652da52a7640e061642ce272
https://doi.org/10.1117/12.310608
https://doi.org/10.1117/12.310608
Autor:
Simon Kim, Enzo D'Amore
Publikováno v:
SPIE Proceedings.
Base isolated structures can be sensitive to the frequency content and magnitude of the input earthquake (EQ) ground motions. One effective method of addressing the sensitivity of base isolated structures is to add passive damping devices in the supe
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b06c048756a5716cb4047d31eb642c34
https://doi.org/10.1117/12.239083
https://doi.org/10.1117/12.239083
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