Results 1 to 10 of about 52,109 (218)

Response analysis of long-period seismic action in far field to long-span continuous beam bridge with isolated high piers [PDF]

open access: yesE3S Web of Conferences, 2021
In order to study the influence of far-field long-period seismic waves on high-pier and long-span continuous beam bridge, taking a high-pier and long-span continuous beam bridge with span arrangement of (95+170+95) m as an example, a numerical analysis ...
Yanan Wang   +4 more
doaj   +1 more source

Response Prediction of VFPI Through Equivalent Long Period Wavelet of Near-Fault Ground Motion

open access: yesElectronic Journal of Structural Engineering, 2022
Past research has revealed that a Variable Frequency Pendulum Isolator (VFPI) effectively controls the structural responses such as base shear and structural acceleration under far and near fault earthquakes and the VFPI may show excessive sliding ...
Harshal Admane, Pranesh Murnal
doaj   +3 more sources

Long-period ground motion effect in Shaanxi Province of Changning Ms6.0 earthquake [PDF]

open access: yesE3S Web of Conferences, 2020
At 22:55 on June 17, 2019, an earthquake of magnitude 6.0 occurred in Shuanghe Town, Changning County, Yibin City, Sichuan Province. In Shaanxi Province, the obvious earthquake sense appeared in some places which are 600 km to 800 km away from the ...
Li Baolai   +4 more
doaj   +1 more source

Influence of the angle of seismic incidence of long-period pulse-like ground motion on an irregular base-isolated building

open access: yesFrontiers in Built Environment, 2022
In general, isolators and dampers used in seismically isolated buildings are designed to be isotropic in any horizontal direction. However, in the case of buildings with plan irregularities, their nonlinear responses depend on the direction of seismic ...
Kenji Fujii
doaj   +1 more source

Correlation between Pulse-Like Ground Motion Intensity Measures and Seismic Demands of Buildings with Three Structural Systems (Moment-Resisting Frames, Structural Walls and Combination of Moment-Resisting Frames and Shear Walls) [PDF]

open access: yesJournal of Rehabilitation in Civil Engineering, 2021
In this study, the distribution of correlation coefficients between maximum interstory drift ratio (MIDR) of multistorey building structures and ground motion characteristics intensity measures (IMs) is evaluated and compared.
Bakhtiyar Ghanbari, Mojtaba Fathi
doaj   +1 more source

Seismic Energy Response of SDOF Systems Subjected to Long-Period Ground Motion Records

open access: yesAdvances in Civil Engineering, 2021
To provide an important reference for the energy-based seismic design of long-period structures, the elastoplastic dynamic analysis program is employed to study the seismic energy response of single-degree-of-freedom (SDOF) systems under two types of ...
Yu Cheng   +4 more
doaj   +1 more source

Long-period ground motion simulation using centroid moment tensor inversion solutions based on the regional three-dimensional model in the Kanto region, Japan

open access: yesEarth, Planets and Space, 2021
We conducted centroid moment tensor (CMT) inversions of moderate (Mw 4.5–6.5) earthquakes in the Kanto region, Japan, using a local three-dimensional (3D) model.
Shunsuke Takemura   +2 more
doaj   +1 more source

Proposition of isolation system applicable to the long-period earthquake ground motion (Method of changing natural frequency of isolation system with additional spring)

open access: yesNihon Kikai Gakkai ronbunshu, 2019
At present, there are many types of isolation system, and many of them are designed for the short-period ground motion. The long-period ground motion has recently attracted the attention, though the isolation system for the short-period ground motion ...
Shozo KAWAMURA   +3 more
doaj   +1 more source

Combination of Spectral Representation and Wavelet Packets for Generating Long-Period Ground Motions

open access: yesAdvances in Civil Engineering, 2020
Far-field long-period ground motions (hereafter long-period ground motions) featuring low-frequency components are responsible for the resonant responses of high-rise buildings. In this context, it is beneficial to assess the dynamic performance of these
Minghui Dai, Yingmin Li
doaj   +1 more source

Study on the shock-absorbing effect of a new staggered story isolated structure under the long-period earthquake motion

open access: yesFrontiers in Earth Science, 2023
The finite element model of a new staggered story isolated structure is established. Using the time-history analysis method, the dynamic response state of the structure at each time step is calculated by integrating the acceleration time-history data ...
Tong Shu   +6 more
doaj   +1 more source

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