Zobrazeno 1 - 10
of 18
pro vyhledávání: '"Shoma Kitayama"'
Publikováno v:
Earthquake Engineering & Structural Dynamics. 52:571-592
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0e256138fd7e2500448fbb7f8913a03d
https://doi.org/10.1002/eqe.3773
https://doi.org/10.1002/eqe.3773
Publikováno v:
Earthquake Engineering & Structural Dynamics. 51:1017-1037
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::000c13edb8d0c95c6a2ffb0d371a31e3
https://doi.org/10.1002/eqe.3602
https://doi.org/10.1002/eqe.3602
Autor:
Shoma Kitayama, Huseyin Cilsalar
Publikováno v:
Bulletin of Earthquake Engineering. 20:1143-1168
This paper investigates the seismic loss assessment of seismically isolated and non-isolated buildings with steel moment or braced frames, designed by the seismic design standard of ASCE/SEI 7-16. The seismic loss is calculated from the damage to str
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::231bc9a57afe49a22fc3a8310d373f4d
https://doi.org/10.1007/s10518-021-01274-y
https://doi.org/10.1007/s10518-021-01274-y
Publikováno v:
Journal of Structural Engineering. 148
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8291975bb0a534d8a6c5fcd032872132
https://doi.org/10.1061/(asce)st.1943-541x.0003384
https://doi.org/10.1061/(asce)st.1943-541x.0003384
Publikováno v:
Earthquake Engineering & Structural Dynamics. 50:1805-1823
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3e8498e90d7fdcd2ca499778ef57a8a2
https://doi.org/10.1002/eqe.3427
https://doi.org/10.1002/eqe.3427
Publikováno v:
Earthquake Engineering & Structural Dynamics. 50:290-308
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::420c5ab87985bac5817f8df8d46288c1
https://doi.org/10.1002/eqe.3330
https://doi.org/10.1002/eqe.3330
Publikováno v:
Bulletin of Earthquake Engineering. 17:2767-2786
This study investigates the effect of displacement restraint on the collapse performance of seismically isolated buildings. The displacement restraints considered are stiffening triple Friction Pendulum (FP) bearings and moat walls. The study is base
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::71dae79075f3b017406fac93387724cf
https://doi.org/10.1007/s10518-019-00554-y
https://doi.org/10.1007/s10518-019-00554-y
Publikováno v:
Engineering Structures. 164:243-258
This article presents an analytical study of the seismic collapse performance of seismically isolated buildings and comparable non-isolated buildings. The study is based on archetypical 6-story perimeter frame seismically isolated buildings designed
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6ebc388feda308d137efdce28c56673f
https://doi.org/10.1016/j.engstruct.2018.03.008
https://doi.org/10.1016/j.engstruct.2018.03.008
Autor:
Shoma Kitayama, Cancan Yang
Publikováno v:
Soil Dynamics and Earthquake Engineering. 150:106926
This paper presents steady-state dynamic response analysis of recently developed two types of self-centering structural systems with viscous damping. One of them has nonlinear elastic behavior in the primary structures, and the seismic energy is diss
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b473801bf70e1b1eed0b456aa4b3c412
https://doi.org/10.1016/j.soildyn.2021.106926
https://doi.org/10.1016/j.soildyn.2021.106926
Publikováno v:
Engineering Structures. 152:888-900
This study presents a probabilistic response analysis of seismically isolated electrical transformers with emphasis on comparing the performance of equipment that are non-isolated to equipment that are isolated only in the horizontal direction or are
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d8ad7587723a782965ff97d253fb6936
https://doi.org/10.1016/j.engstruct.2017.10.009
https://doi.org/10.1016/j.engstruct.2017.10.009