Zobrazeno 1 - 10
of 11
pro vyhledávání: '"Nicos A. Kalapodis"'
The present work provides expressions about the Inter-storey Drift Ratios at the damage state of the first yield (IDRy). The proposed expressions are compatible with i) composite (steel/concrete) moment resisting frames (MRFs), ii) steel MRFs, iii) s
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::42e8d97597343914f870ecf720712095
https://doi.org/10.21203/rs.3.rs-1304418/v1
https://doi.org/10.21203/rs.3.rs-1304418/v1
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9783031038105
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d838dfe357020b63b937fcbf2862452e
https://doi.org/10.1007/978-3-031-03811-2_119
https://doi.org/10.1007/978-3-031-03811-2_119
OpenArch: An open-source package for determining the minimum-thickness of arches under seismic loads
Publikováno v:
SoftwareX, Vol 15, Iss, Pp 100731-(2021)
Arches are elegant and efficient structural forms that can be used in a wide variety of applications, from bridges to extraterrestrial shielding structures. Oftentimes their design hinges around the identification of the minimum-thickness required to
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::83616ebf63d1829081ab5f319338c13e
http://www.sciencedirect.com/science/article/pii/S2352711021000686
http://www.sciencedirect.com/science/article/pii/S2352711021000686
For thousands of years, arches have been used as durable structures that are easy to build and that rely on gravity for their inherent stability. Since then, many researchers and engineers have studied their stability either when subjected to gravity
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::ed57d7da89042741a94fe529ae95e356
Publikováno v:
Proceedings of the 8th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2015).
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::571833ef95faa3d93497a36bbaf5b291
https://doi.org/10.7712/120121.8787.19608
https://doi.org/10.7712/120121.8787.19608
Publikováno v:
Soil Dynamics and Earthquake Engineering. 154:107160
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::96ff142b7de9809a1a93bbff4497df08
https://doi.org/10.1016/j.soildyn.2022.107160
https://doi.org/10.1016/j.soildyn.2022.107160
Publikováno v:
Soil Dynamics and Earthquake Engineering. 153:107111
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::be5debb359ac092ce418ce446d8fd25d
https://doi.org/10.1016/j.soildyn.2021.107111
https://doi.org/10.1016/j.soildyn.2021.107111
Publikováno v:
Journal of Constructional Steel Research. 147:549-563
A performance based seismic design method for eccentrically braced frames (EBFs) and buckling restrained braced frames (BRBFs) is developed herein. The method is a force-based seismic design one where the design base shear is obtained by using differ
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d715cdf5768f99db1b0ec435f899799e
https://doi.org/10.1016/j.jcsr.2018.05.004
https://doi.org/10.1016/j.jcsr.2018.05.004
Publikováno v:
Procedia Structural Integrity. 10:311-318
The ultrasonic method is an effective “tool” for in-situ determination of the compressive strength of materials. However in cases of very thick concrete elements or historical masonries, the high attenuation of the transmitted pulse makes it prac
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e0df34a09522e501ea6014658cbf66e1
https://doi.org/10.1016/j.prostr.2018.09.043
https://doi.org/10.1016/j.prostr.2018.09.043
Publikováno v:
Soil Dynamics and Earthquake Engineering. 129:105947
A force-based seismic design method for eccentrically braced and buckling-restrained braced plane steel frames is proposed. The method makes use of equivalent modal damping ratios that play the role of the behavior (strength reduction) factor. A comp
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6db6dbed39733c1217edf9d4def01339
https://doi.org/10.1016/j.soildyn.2019.105947
https://doi.org/10.1016/j.soildyn.2019.105947