Zobrazeno 1 - 10
of 29
pro vyhledávání: '"Zhanxuan Zuo"'
Publikováno v:
Buildings, Vol 12, Iss 8, p 1219 (2022)
Reinforced concrete (RC) frames are designed based on the strong column-weak beam (SCWB) philosophy to reduce structural damage and collapse during earthquakes. The SCWB design philosophy is ensured by the required minimum flexural strength ratio of
Externí odkaz:
https://doaj.org/article/98172236eb0147bca4b24852f4b7e9a7
Publikováno v:
Buildings, Vol 12, Iss 3, p 273 (2022)
The paper aims to investigate the accuracies of idealization methods of the well-known shear-building models. Five idealization methods are adopted to idealize the structural story capacity curve within the range from zero to the deformation correspo
Externí odkaz:
https://doaj.org/article/db5f83d392be4a5ab609cdc5ced6094b
Publikováno v:
International Journal of Distributed Sensor Networks, Vol 14 (2018)
In lab or actual engineering, the traditional contact sensors are always destroyed with damage of structures or models, and this leads to the failure of entire dynamic measurement. To deal with this issue, this article proposes a three-dimensional di
Externí odkaz:
https://doaj.org/article/624d3b27f25443cbaafcdfb37b681d86
Publikováno v:
Bulletin of the Seismological Society of America. 112:2031-2048
Pulse period is an important indicator of pulse-like effects on structural response. An alternative algorithm to identify the pulse period is proposed oriented to the structural maximum inelastic response using an equivalent trigonometric function fo
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7b0e2e07dfb90e5049400938c45e5ca9
https://doi.org/10.1785/0120210287
https://doi.org/10.1785/0120210287
Publikováno v:
Soil Dynamics and Earthquake Engineering. 171:107974
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7abc37882282d4ea2a9aaec96b4f933b
https://doi.org/10.1016/j.soildyn.2023.107974
https://doi.org/10.1016/j.soildyn.2023.107974
Publikováno v:
Bulletin of Earthquake Engineering. 19:5139-5159
The strong-column weak-beam (SCWB) design concept for RC frames has been adopted in many seismic design codes. However, seismic investigations show that the minimum column-to-beam flexural strength ratio (CBFSR) required in seismic codes usually cann
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::41b54e3b792bf99d701c1da06a548346
https://doi.org/10.1007/s10518-021-01159-0
https://doi.org/10.1007/s10518-021-01159-0
Publikováno v:
Bulletin of the Seismological Society of America. 110:2755-2765
Idealization of acceleration response spectra is the basis for construction of target spectra for seismic design and assessment of structures. The adequacy of current methods to reasonably idealize (or smooth) the acceleration spectra of pulse-like a
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::14b940e6e36fd86b0b61338ee04ea116
https://doi.org/10.1785/0120200137
https://doi.org/10.1785/0120200137
Publikováno v:
Structural Control and Health Monitoring. 28
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b8c960ed9d5b024340e8d3b7ce937511
https://doi.org/10.1002/stc.2654
https://doi.org/10.1002/stc.2654
Publikováno v:
Engineering Structures. 136:430-440
The main objective of this study is to assess the accuracy and applicability of static pushover analysis (POA). The POA is widely used to estimate the structural seismic response due to its simplicity. However, the accuracy of this method still needs
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a2a555430fcbeb6c01c0ed904d8ade1e
https://doi.org/10.1016/j.engstruct.2017.01.033
https://doi.org/10.1016/j.engstruct.2017.01.033
Autor:
Shuang Li, Zhanxuan Zuo
Publikováno v:
Journal of Structural Engineering. 145
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b129f4f71c7a908f62476fe9100bb6ff
https://doi.org/10.1061/(asce)st.1943-541x.0002252
https://doi.org/10.1061/(asce)st.1943-541x.0002252