Zobrazeno 1 - 10
of 16
pro vyhledávání: '"Lucas Hogan"'
Publikováno v:
Bulletin of the New Zealand Society for Earthquake Engineering. 55:95-111
This paper presents the results of in-situ testing of two integrated pile-columns of a partially demolished bridge located in Auckland, New Zealand. A series of tests involving lateral monotonic pushover and subsequent dynamic free vibration snapback
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::36e6642305b7b41f48df85598d0d537c
https://doi.org/10.5459/bnzsee.55.2.95-111
https://doi.org/10.5459/bnzsee.55.2.95-111
Autor:
Moustafa Al-Ani, Liam Wotherspoon, Pavan Chigullapally, Lucas Hogan, Shong Wai Lew, Vinod K. Sadashiva
Publikováno v:
Structure and Infrastructure Engineering. 17:689-701
This paper presents the assessment of historic seismic bridge performance of the New Zealand highway bridge stock from the 1968 Inangahua earthquake through to the 2016 Kaikōura earthquake. Spatial...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::bbee9b88bc17cf6ad7d5aebc475c743c
https://doi.org/10.1080/15732479.2020.1762675
https://doi.org/10.1080/15732479.2020.1762675
Autor:
Pouya Seifi, Yiqiu Lu, Stefano Pampanin, Arsalan Niroomandi, Lucas Hogan, Alex Shegay, Farhad Dashti, Rajesh Dhakal, Tongyue Zhang, Richard Henry, Kenneth J. Elwood
Publikováno v:
Bulletin of the New Zealand Society for Earthquake Engineering. 53(No. 2):54-69
A wide range of reinforced concrete (RC) wall performance was observed following the 2010/2011 Canterbury earthquakes, with most walls performing as expected, but some exhibiting undesirable and unexpected damage and failure characteristics. A compre
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::8c1f8f413fbd9b7ea6104f899015cabd
http://t2r2.star.titech.ac.jp/cgi-bin/publicationinfo.cgi?q_publication_content_number=CTT100852059
http://t2r2.star.titech.ac.jp/cgi-bin/publicationinfo.cgi?q_publication_content_number=CTT100852059
Publikováno v:
Journal of Structural Engineering. 148
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::97d7c77a719447a938e94ca5efc4dfd8
https://doi.org/10.1061/(asce)st.1943-541x.0003265
https://doi.org/10.1061/(asce)st.1943-541x.0003265
Publikováno v:
Structures. 15:66-81
Due to the large number of existing unreinforced masonry (URM) buildings worldwide, and the significant seismic risk that this building stock represents, it is important to quantify the seismic behaviour of such buildings in order to provide assessme
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::839760de4e683fddd3f568aea4da977e
https://doi.org/10.1016/j.istruc.2018.04.007
https://doi.org/10.1016/j.istruc.2018.04.007
Publikováno v:
Geotechnical Earthquake Engineering and Soil Dynamics V.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::02c2e6d82726089f8e95c1eb0b412359
https://doi.org/10.1061/9780784481479.034
https://doi.org/10.1061/9780784481479.034
Publikováno v:
Journal of Constructional Steel Research. 162:105715
The different failure modes of composite floors subjected to in-plane shear forces have been determined by a number of researchers using pseudo-static testing. However, all previous experimental tests subjected the floors to a combination of shear an
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8ee713a6ff41337e8465394fb04826f8
https://doi.org/10.1016/j.jcsr.2019.105715
https://doi.org/10.1016/j.jcsr.2019.105715
Publikováno v:
Journal of Bridge Engineering. 21
There has been little full-scale physical experimentation to support the findings of numerous computational studies regarding the contribution of various substructure components to overall bridge-foundation system behavior. In response to this lack o
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::733c5b3db74392fef4132ef2369d5582
https://doi.org/10.1061/(asce)be.1943-5592.0000970
https://doi.org/10.1061/(asce)be.1943-5592.0000970
Publikováno v:
Bulletin of the New Zealand Society for Earthquake Engineering. 45:161-170
During the 2010 Mw7.1 Darfield earthquake, the single span Davis Road Bridge located 5 km southeast of Lincoln, New Zealand, sustained significant lateral spreading damage to the western approach. While lateral spreading resulted in up to 450 mm of a
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::77883be0a1dea503ec6bead9fd80f98f
https://doi.org/10.5459/bnzsee.45.4.161-170
https://doi.org/10.5459/bnzsee.45.4.161-170
Publikováno v:
Structural Concrete. 13:14-26
In less than six months, the city of Christchurch, New Zealand, experienced two major earthquakes: on 4 September 2010 and 22 February 2011. The former was generated by the rupture of the previously unknown Greendale fault, releasing a magnitude Mw 7
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8f2e39a32f2b60bfa35103fbb260cfd5
https://doi.org/10.1002/suco.201100041
https://doi.org/10.1002/suco.201100041