Zobrazeno 1 - 10
of 21
pro vyhledávání: '"Chang-Hai Zhai"'
Publikováno v:
Journal of Earthquake Engineering. :1-26
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f011bee3e620b8a39cabd1c9ecdde10f
https://doi.org/10.1080/13632469.2023.2185863
https://doi.org/10.1080/13632469.2023.2185863
The emergency medical response after a strong earthquake relies on a robust transportation–healthcare system and effective management. This article proposes a resilience assessment framework for the interdependent transportation–healthcare system
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::9e911b4018433cd43b5f20add589f077
Publikováno v:
Proceedings of the Institution of Civil Engineers - Structures and Buildings. 171:203-215
Masonry infill walls should have sufficient out-of-plane stability to ensure the safety of people and the performance of safety-relevant components. The behaviour of masonry infill walls under out-of-plane loading, which is caused by earthquakes due
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3044c84ea6edbbcbde61f3fdac348602
https://doi.org/10.1680/jstbu.15.00093
https://doi.org/10.1680/jstbu.15.00093
Publikováno v:
Proceedings of the ICE - Structures and Buildings. 168:649-663
The effects of masonry infill walls on the behaviour of reinforced concrete frames are often ignored in seismic engineering. A three-dimensional non-linear finite-element model is introduced in this paper to simulate in-plane and out-of-plane behavio
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::65fdbf844c9c62e694186cc98b7a0729
https://doi.org/10.1680/stbu.14.00055
https://doi.org/10.1680/stbu.14.00055
Publikováno v:
Applied Mechanics and Materials. :849-852
The in-plane seismic performance has been studied by many researchers all over the world, whereas few studies have been done on the out-of-plane behavior of the infilled RC frames. In this paper, a separate finite element model for simulating the out
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::088de20980db37bf5e2b6a6d0e19a55b
https://doi.org/10.4028/www.scientific.net/amm.166-169.849
https://doi.org/10.4028/www.scientific.net/amm.166-169.849
Publikováno v:
Advanced Materials Research. :1231-1234
Records from 56 stations on free-field within 150km to causative fault surface are used as database during the Mw7.9 Wenchuan earthquake in china. According to this study, the duration of ground motion is strongly affected by rupture distance, site c
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::53cfa4df50501702e25ec3d3f8bbe67c
https://doi.org/10.4028/www.scientific.net/amr.368-373.1231
https://doi.org/10.4028/www.scientific.net/amr.368-373.1231
Publikováno v:
Advanced Materials Research. :4005-4008
At present, the effect of tower-line coupling is neglected in seismic vibration control with TMD for transmission tower-line system. However, for large crossing transmission tower-line system(LCTL), the neglect can affect the performance of TMD. In t
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3fb5bb40758f97ff605cd51cc48e484f
https://doi.org/10.4028/www.scientific.net/amr.243-249.4005
https://doi.org/10.4028/www.scientific.net/amr.243-249.4005
Publikováno v:
Advanced Materials Research. :6174-6177
This paper presents an evaluation of accuracies of a plastic hinge (PH) beam element and a spread plastic (SP) beam element for structural material nonlinear analysis. The cases of beam sectional material behavior under hardening and softening are in
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3bd205da23eb99afd4e5a04596e02d5f
https://doi.org/10.4028/www.scientific.net/amr.243-249.6174
https://doi.org/10.4028/www.scientific.net/amr.243-249.6174
Publikováno v:
Advanced Materials Research. :4129-4132
In Wenchuan Earthquake, masonry-infilled frames have the quite critical failures. In this paper, the reason of the failure phenomenon is analyzed and the influence of the infilled wall to performance of the frame is highlighted. An improved three-str
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::35b4a9679903374dc9b2f5b8cfb8a557
https://doi.org/10.4028/www.scientific.net/amr.163-167.4129
https://doi.org/10.4028/www.scientific.net/amr.163-167.4129
Publikováno v:
Key Engineering Materials. :525-528
The objective was to quantify the variation of stress intensity factor to weld root flaw sizes in steel frame connections. Finite-element analyses were used to study fracture toughness in welded beam-column connections. Investigations of fracture beh
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ece574c6cde7d54632be53a1a97d0038
https://doi.org/10.4028/www.scientific.net/kem.385-387.525
https://doi.org/10.4028/www.scientific.net/kem.385-387.525