Results 41 to 50 of about 4,770 (166)

Simulation of the In Situ Spatially Varying Ground Motions and Nonlinear Seismic Response Analysis of the Cable-Stayed Bridge

open access: yesShock and Vibration, 2020
To study the nonlinear seismic behavior and seismic resistance of the long-span cable-stayed bridges subjected to earthquakes, the multidimensional and multisupported artificial ground motions are synthesized first based on the in situ site conditions of
Jin Zhang   +5 more
doaj   +1 more source

Correlation Analysis of Tunnel Deformation and Internal Force in the Earthquake Based on Tunnel Inclination

open access: yesBuildings
An increasing number of studies have shown that the seismic response of shield tunnels differs from that of aboveground structures. While the seismic response of aboveground structures is mainly influenced by the peak acceleration and frequency of the ...
Zhiyong Yang, Yin Liu, Can Chen
doaj   +1 more source

Nonlinear Dynamic Analysis of Tall Bridge Piers Under Multidimensional Pulse Earthquakes Considering Varying Damping Ratios

open access: yesApplied Sciences
The dynamic response of tall bridge piers with varying damping ratios under three-dimensional pulse ground motion remains insufficiently understood. To control the pulse characteristic parameters accurately and eliminate interference from actual seismic ...
Gaojie Yun, Chunguang Liu
doaj   +1 more source

Response spectra and design spectrum of ground fissures site under seismic action

open access: yesScientific Reports
To make efficient use of land resources and minimize the seismic destruction of structures in the ground fissures zone, the shaking table tests and 3-dimensional numerical calculation of the soil were completed, based on the ground fissures site in Xi’an
Chao Zhang   +6 more
doaj   +1 more source

Influence of spatial variability of ground motion on seismic response of bridges

open access: yesGrađevinar, 2015
An approach to seismic analysis of bridges under spatially variable ground motions is presented. The phenomenon of spatial variability of earthquakes, its effects on bridge response, and differences with respect to simultaneous excitation of supports ...
Marta Šavor Novak   +2 more
doaj   +1 more source

Dynamic seismic response of shallow-buried rectangular underground passages constructed using the pipe-roof preconstruction method

open access: yesJournal of Asian Architecture and Building Engineering
Shallow-buried underground passages constructed using the pipe-roof preconstruction method (PPM) are widely applied in densely populated urban areas to control ground deformation during excavation.
Chia-Feng Hsu   +4 more
doaj   +1 more source

COMPLEX MODULI FOR SEISMIC RESPONSE ANALYSIS OF GROUND

open access: yesJournal of Japan Association for Earthquake Engineering, 2021
YOSHIDA, Nozomu, ADACHI, Kenji
openaire   +1 more source

Analysis of strain conditions baseplates on ground subsiding seismic response

open access: yesRUDN Journal of Engineering Research, 2010
The article presents the research results of calculation base plate frame buildings under seismic effects of subsidence in the soil. The estimation of the influence of wetted soil subsidence on the stress-strain state of a base plate.
V Ivanovich Obozov   +1 more
openaire   +1 more source

Seismic response analysis of jointed rock slope under pulse-like ground motions

open access: yesAdvances in Civil Engineering
Abstract Because of the directional effect, energy concentration and hanging wall effect of pulse-like ground motions, it is easy to cause rock fall, collapse, and landslide of jointed rock slope. To reveal the deformation law and failure model of jointed rock slope under pulse-like ground motions, a discrete element numerical model of ...
Xijun Jia, Yu Zhang, Ziyi Zhang
openaire   +2 more sources

Rigid Structure Response Analysis to Seismic and Blast Induced Ground Motions

open access: yesProcedia Engineering, 2011
AbstractComprehensive studies of rigid structure responses to seismic ground excitations have been reported. It was found that the rocking and sliding response of a rigid structure is highly nonlinear. The structure stability depends on the structure slenderness, as well as the ground motion amplitude, frequency and duration.
Hao, Hong, Zhou, Yun
openaire   +1 more source

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