Zobrazeno 1 - 10
of 156
pro vyhledávání: '"Rajesh Dhakal"'
Publikováno v:
Bulletin of the New Zealand Society for Earthquake Engineering. 56:115-126
Major seismic events occurring around urban centres often cause widespread damage to the building stock. Engineers are then required to perform safety inspections of these buildings. This process may be time-consuming and can cause residents or busin
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a04d6c93a223b4775de159f840cb1dac
https://doi.org/10.5459/bnzsee.1568
https://doi.org/10.5459/bnzsee.1568
Publikováno v:
Bulletin of the New Zealand Society for Earthquake Engineering. 54:243-262
Acceleration-sensitive non-structural elements not only constitute a significant portion of a building’s component inventory, but also comprise components and systems that are indispensable to the operational continuity of essential facilities. In
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::95951d1b28be8efdfc3b19cea126a8e1
https://doi.org/10.5459/bnzsee.54.4.243-262
https://doi.org/10.5459/bnzsee.54.4.243-262
Publikováno v:
Bulletin of the New Zealand Society for Earthquake Engineering. 54:263-281
This paper identifies the inherent strengths/weaknesses of rigid timber-framed partitions and quantifies the onset drifts for different damage thresholds under bi-directional seismic actions. It reports construction and quasi-static lateral cyclic te
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b5ac4224b559e67e4e59a677ee299432
https://doi.org/10.5459/bnzsee.54.4.263-281
https://doi.org/10.5459/bnzsee.54.4.263-281
Autor:
Rajesh Dhakal
Publikováno v:
Bulletin of the New Zealand Society for Earthquake Engineering. 54:i-viii
The 2010-11 Canterbury Earthquake Sequence inflicted seismic losses worth more than $40B, which is about 25% of the GDP of New Zealand (as per 2011 data). More than 80% of these losses were insured, which comprised of more than $10B covered by the Ea
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::74175d3db3d11be29fb5323d0e4abddd
https://doi.org/10.5459/bnzsee.54.4.i-viii
https://doi.org/10.5459/bnzsee.54.4.i-viii
Autor:
Mayank Tripathi, Rajesh Dhakal
Publikováno v:
Bulletin of the New Zealand Society for Earthquake Engineering. 54:228-242
Bar buckling in RC structures is a commonly-observed failure mode that adversely affects their deformation capacity. To restrict bar buckling in ductile RC walls, design codes only emphasises on restricting the spacing of transverse reinforcement and
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e94705d4b79f42526f2652229aeb6887
https://doi.org/10.5459/bnzsee.54.3.228-242
https://doi.org/10.5459/bnzsee.54.3.228-242
Autor:
Roger Nokes, Arsalan Niroomandi, Mohammad Soleymani Ashtiani, Stefano Pampanin, Rajesh Dhakal
Publikováno v:
Earthquake Engineering & Structural Dynamics. 50:2010-2030
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::70bfacee60d92fe0d9ba18644df2e945
https://doi.org/10.1002/eqe.3433
https://doi.org/10.1002/eqe.3433
Publikováno v:
Structures. 29:1562-1581
Use of high-strength steel bars (HSSB) in RC bridge piers reduces the amount of reinforcement or enhances bearing capacity of RC piers. However, the use of HSSB could come with reduction in the energy dissipation of RC member, which used to be consid
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::900d57747666f640b2fd3eed7664c7b2
https://doi.org/10.1016/j.istruc.2020.12.048
https://doi.org/10.1016/j.istruc.2020.12.048
Publikováno v:
Bulletin of the New Zealand Society for Earthquake Engineering. 53:175-188
It is now widely recognized that the performance of non-structural elements is crucial to the performance of building systems during earthquakes. Field surveys and experimental studies have shown that light steel or timber framed plasterboard partiti
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::39bf5c4300d27870f967d45c0c6e2199
https://doi.org/10.5459/bnzsee.53.4.175-188
https://doi.org/10.5459/bnzsee.53.4.175-188
Publikováno v:
Bulletin of the New Zealand Society for Earthquake Engineering. 54:i-iii
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3e4871b7a6780c14cbdef95d83fcb0f8
https://doi.org/10.5459/bnzsee.54.2.i-iii
https://doi.org/10.5459/bnzsee.54.2.i-iii
Publikováno v:
Journal of Earthquake Engineering. 26:4387-4420
This paper presents the development (concept, design, detailing, and fabrication) and experimental validation of a novel low-damage precast concrete cladding panel system that can accommodate signi...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3ef4ddbead1a226be0db48a218f5bdd3
https://doi.org/10.1080/13632469.2020.1830201
https://doi.org/10.1080/13632469.2020.1830201