Zobrazeno 1 - 10
of 97
pro vyhledávání: '"Mark Aschheim"'
Publikováno v:
International Journal of Concrete Structures and Materials, Vol 11, Iss 2, Pp 275-284 (2017)
Abstract A formula to estimate the yield displacement observed in the pushover analysis of coupled wall lateral force-resisting systems is presented. The estimate is based on the results of an analytical study of coupled walls ranging from 8 to 20 st
Externí odkaz:
https://doaj.org/article/3259268a10e64d4690157cca25c0126d
Publikováno v:
Journal of Earthquake Engineering. 23:1584-1603
A procedure for the performance-based seismic design of moment-resistant frames is presented. The design procedure utilizes an estimate of the yield displacement of the roof in conjunction ...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e94c5dec98ef41bfc8fc9f7a4aed0bad
https://doi.org/10.1080/13632469.2017.1387196
https://doi.org/10.1080/13632469.2017.1387196
Publikováno v:
Engineering Structures. 141:607-623
This study investigates an innovative method of avoiding brittle fracture at the beam-column connection welds of steel moment frames in earthquakes. The reduced web section (RWS) approach introduces large openings into the web to shift the location o
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ebf9da76b1c8ce3b84d4dbc5a0ba1ef4
https://doi.org/10.1016/j.engstruct.2017.03.046
https://doi.org/10.1016/j.engstruct.2017.03.046
Publikováno v:
Engineering Structures. 141:198-216
Avoiding fracture in the beam-column connections of steel moment frames is critical to their seismic performance. Both Reduced Web Section (RWS) and Reduced Beam Section (RBS) methods apply the capacity design principle to shift the location of yield
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e9f3808e366da1687c1b328796b39e6a
https://doi.org/10.1016/j.engstruct.2017.03.016
https://doi.org/10.1016/j.engstruct.2017.03.016
Publikováno v:
International Journal of Concrete Structures and Materials, Vol 11, Iss 2, Pp 275-284 (2017)
Digibug. Repositorio Institucional de la Universidad de Granada
instname
Digibug. Repositorio Institucional de la Universidad de Granada
instname
A formula to estimate the yield displacement observed in the pushover analysis of coupled wall lateral force-resisting systems is presented. The estimate is based on the results of an analytical study of coupled walls ranging from 8 to 20 stories in
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::e6a41dcb4883f0cb93b67c0cc99f5f85
https://doi.org/10.1007/s40069-017-0188-5
https://doi.org/10.1007/s40069-017-0188-5
Publikováno v:
International Journal of Architectural Heritage. 11:891-900
The physical form of the ancient arch of Taq-iKisra is studied. A structural analysis is developed considering its unusual geometry. In addition, a physical model using hanging chains to represent the uneven distribution of weight was built. Due to t
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::52775d695a0098755cd0b1ec936749d3
https://doi.org/10.1080/15583058.2017.1321699
https://doi.org/10.1080/15583058.2017.1321699
Publikováno v:
Design of Reinforced Concrete Buildings for Seismic Performance
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::56534ddcd7fdba74a03becf5c8138f57
https://doi.org/10.1201/b19964-6
https://doi.org/10.1201/b19964-6
Publikováno v:
Design of Reinforced Concrete Buildings for Seismic Performance
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1d1fc1341de23604a084da6ff4f592de
https://doi.org/10.1201/b19964-15
https://doi.org/10.1201/b19964-15