Zobrazeno 1 - 7
of 7
pro vyhledávání: '"Chuangdi Li"'
Publikováno v:
Structures. 47:425-433
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0ec9ef1f8ff3589e4d7ccca55d75c5a0
https://doi.org/10.1016/j.istruc.2022.10.127
https://doi.org/10.1016/j.istruc.2022.10.127
Publikováno v:
Structures. 34:3958-3967
Aseismic design of building structures is desired to protect them from the disasters associated with earthquakes, which has caused serious casualties and huge economic loss to human society. In this study, an analytic method based on complex modal me
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::afb29b97703b702aea2441a5a8f06bfa
https://doi.org/10.1016/j.istruc.2021.08.092
https://doi.org/10.1016/j.istruc.2021.08.092
Publikováno v:
Soil Dynamics and Earthquake Engineering. 164:107610
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ab9a624a81ce40d8914b557905fc6d37
https://doi.org/10.1016/j.soildyn.2022.107610
https://doi.org/10.1016/j.soildyn.2022.107610
Publikováno v:
Journal of Sound and Vibration. 517:116556
Non-viscous dampers are commonly used in building structures for seismic energy dissipation. In this study, a concise analytical method based on the pseudo-excitation method (PEM) was proposed to obtain closed-form solutions of the structural respons
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3d44378739e93bc985dc9deae808f971
https://doi.org/10.1016/j.jsv.2021.116556
https://doi.org/10.1016/j.jsv.2021.116556
Publikováno v:
Earthquake Engineering and Engineering Vibration. 17:627-639
To predict the maximum earthquake response of an SDOF structure with a Maxwell fluid damper or supplemental brace-viscous damper system using the seismic design response spectrum technique, a new approach is presented to determine the first- and seco
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::579662d021f9fffaca6faba176c5d037
https://doi.org/10.1007/s11803-018-0467-4
https://doi.org/10.1007/s11803-018-0467-4
Publikováno v:
Mathematical Problems in Engineering, Vol 2017 (2017)
The random response characteristic of weak nonlinear structure under biaxial earthquake excitation is investigated. The structure has a SDOF (single degree of freedom) with supporting braces and viscoelastic dampers. First, it adopts integral constit
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::769bc332f00c1635bd8190cb6109b51d
Publikováno v:
Mathematical Problems in Engineering, Vol 2015 (2015)
This paper presents research on the abutment forces of a double-curvature arch dam during overload based on numerical calculation results obtained through finite element method by Ansys. Results show that, with an increase in elevation, the abutment
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::ec4dc42b34603210c75539c5e064928d