Zobrazeno 1 - 10
of 22
pro vyhledávání: '"Dynamic Analyse"'
Publikováno v:
Jixie qiangdu, Vol 37, Pp 519-523 (2015)
The dynamic model of boom-system on concrete-pump was built,and the optimization analysis was done to obtain the maximum pressure of the compressed rod and the posture of boom system at the exact situation. Two methods were adopted to analyse the rod
Externí odkaz:
https://doaj.org/article/b96d5709a79d4200bf02bb261f773dd6
The paper investigates the role of site-amplification and soil-foundation-structure (SFS) interaction on the seismic response of masonry structures. The aim is twofold: to quantify the potential impact of such effects on fragility curves numerically
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::55dcffb779d75f3979b42b3bcc4f4b79
http://hdl.handle.net/11588/878157
http://hdl.handle.net/11588/878157
The paper investigates the effects of site-amplification and soil-foundation-structure interaction (SFS) on the fragility curves of a real unreinforced masonry (URM) structure. The building is inspired to a school with an irregular T-shape plan and i
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______3730::1f6c3950b5b6e996db3301dda167a264
http://hdl.handle.net/11588/878167
http://hdl.handle.net/11588/878167
Publikováno v:
Soil Dynamics and Earthquake Engineering. 116:215-229
The paper numerically investigates the structural response of log-house (or log-haus, Blockhaus, etc.) timber buildings under seismic loads. The typical log-house system consists of a series of timber members, stacked horizontally one upon another. T
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::06f2dc14ed78d3922a3e2fb723de4724
https://doi.org/10.1016/j.soildyn.2018.09.040
https://doi.org/10.1016/j.soildyn.2018.09.040
Autor:
Felice D'Alessandro, Elena Musci, Francesco Ricciardelli, Giuseppe Roberto Tomasicchio, Luigia Riefolo, Alberto Maria Avossa, Diego Vicinanza
Publikováno v:
Renewable Energy. 127:412-432
This paper summarises the experience gained from wave basin experiments aimed at investigating the dynamic response of a spar buoy offshore wind turbine, under different wind and wave conditions. The tests were performed at the Danish Hydraulic Insti
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::ec116a4d19c28050264d28362db73d6f
https://doi.org/10.1016/j.renene.2018.04.061
https://doi.org/10.1016/j.renene.2018.04.061
Publikováno v:
Engineering Structures. 173:559-572
We present the results of nonlinear dynamic analyses performed on reinforced concrete (RC) moment resisting frames (MRFs). The analyses were performed considering SSI by means of both a plane-strain soil-structure finite element model approach and a
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::8aaa6435d852d0b7a8ccaa9556f2a425
https://doi.org/10.1016/j.engstruct.2018.06.104
https://doi.org/10.1016/j.engstruct.2018.06.104
Autor:
Fatemeh Jalayer, Hossein Ebrahimian
Modelling uncertainty can significantly affect the structural seismic reliability assessment. However, the limit state excursion due to this type of uncertainty may not be described by a Poisson process as it lacks renewal properties with the occurre
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::7364f6e1716edf6662bc8ce6f39051fb
http://hdl.handle.net/11588/810232
http://hdl.handle.net/11588/810232
Autor:
Luca Pozza, Davide Trutalli
Publikováno v:
Bulletin of Earthquake Engineering. 15:2015-2033
The seismic response of cross-laminated timber buildings is analysed with the aim of assessing the correlation between the dissipative capacity (i.e., q-factor) and the assembling methodologies and geometrical properties. A parametric study was perfo
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::ad9b38882966d104108e7aad778e02d7
https://doi.org/10.1007/s10518-016-0047-9
https://doi.org/10.1007/s10518-016-0047-9
Publikováno v:
Soil Dynamics and Earthquake Engineering. 81:75-83
This research focuses on the different modelling approaches for the simulation of the seismic response of structures with friction pendulum isolation systems. The behaviour of such systems is strongly affected by several parameters, as for example th
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::190319a98b298578a0d5e0f259646d11
https://doi.org/10.1016/j.soildyn.2015.10.016
https://doi.org/10.1016/j.soildyn.2015.10.016
Autor:
Saeed Amiri, Luigi Di Sarno
The elongation of the fundamental period of structure is a typical indicator of structural inelasticity during seismic events and of consequent damage accumulation. This study investigates the lengthening of the fundamental periods of reinforced conc
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::cbdd8dde7cbc22aadd2ee5c9b40b8dfe
https://hdl.handle.net/11588/904685
https://hdl.handle.net/11588/904685