Results 21 to 30 of about 4,770 (166)

Effect of Near-Fault Pulsed Ground Motions on Seismic Response and Seismic Performance to Tunnel Structures

open access: yesShock and Vibration, 2021
Seismic analysis of tunnels close to or crossing seismogenic faults is a complex problem, which is often neglected at the design stage for the lack of specific codes or guidelines and also because underground structures are considered less vulnerable ...
Xiancheng Mei, Qian Sheng, Zhen Cui
doaj   +1 more source

Ground Motion Time History Simulation for Seismic Response History Analysis

open access: yesFrontiers in Earth Science, 2022
In the seismic design and analysis of important structures, ground motion time histories are generally required as the input for the conduction of seismic response history analysis. Taking a selected spectrum as the target, the approaches for generating spectral compatible time histories based on artificial or synthetic ground motion and real recorded ...
Lanlan Yang   +4 more
openaire   +2 more sources

The study of soft soil seismic subsidence based on the 3D OpenSees model

open access: yesGeoenvironmental Disasters, 2022
Soft soils are characterized by high sensitivity, low strength, and susceptibility to seismic subsidence. In this study, nonlinear dynamic finite element analysis was performed using the OpenSees numerical simulation method to evaluate the seismic ...
Ping Li, Junru Gu, Yingci Liu, Yuying Li
doaj   +1 more source

Seismic fragility analysis of pile-supported wharf in nearshore liquefiable ground

open access: yesYantu gongcheng xuebao, 2021
The seismic fragility analysis has become a research hotspot in structural engineering and bridge engineering, but there are few studies in the field of pile-supported wharf in nearshore liquefiable ground.
MENG Chang 1, 2, TANG Liang 1, 2
doaj   +1 more source

Simulation of response spectrum-compatible ground motions using wavelet-based multi-resolution analysis

open access: yesMeasurement + Control, 2021
This study proposed a simple and effective response spectrum-compatible ground motions simulation method to mitigate the scarcity of ground motions on seismic hazard analysis base on wavelet-based multi-resolution analysis.
Guan Chen, Zhiren Zhu, Jun Hu
doaj   +1 more source

2-DIMENSIONAL GROUND RESPONSE ANALYSIS: A REVIEW [PDF]

open access: yesMalaysian Journal of Geosciences, 2021
Earthquake is one of the natural disasters that is caused by ground shaking in soil. Ground response analysis is conducted to obtain the ground motion acceleration on soil surface.
Norazah Arjuna   +4 more
doaj   +1 more source

Numerical investigation of seismic behaviour of railway embankments in cold regions

open access: yesGrađevinar, 2021
To investigate more fully seismic behaviour of the Qinghai-Tibet railway embankment, a comprehensive discussion and a781nalysis is conducted in this paper by applying a numerical technique.
Chen Tuo   +3 more
doaj   +1 more source

Seismic response control of building structures under pulse-type ground motions by active vibration controller

open access: yesJournal of Low Frequency Noise, Vibration and Active Control, 2023
Active vibration control systems are commonly reported to be the most robust and effective method for vibration control of structures. However, the type of ground motions and the type of analysis may greatly influence their performances.
Said Elias   +4 more
doaj   +2 more sources

Embankment Seismic Fragility Assessment under the Near-Fault Pulse-like Ground Motions by Applying the Response Surface Method

open access: yesShock and Vibration, 2021
Uncertainties of the ground motions and structural parameters are the main factors that limit the accuracy of embankment seismic fragility assessment.
Fa Che   +10 more
doaj   +1 more source

Efficient seismic fragility of underground structures using endurance time analysis method

open access: yesYantu gongcheng xuebao, 2023
The feasibility of efficient seismic fragility analysis of underground structures using the endurance time analysis (ETA) method is investigated. A typical two-story three-span subway station embedded in the site class Ⅲ is used as the prototype.
ZHEN Libin 1, SHI Yuebo 2, ZHONG Zilan 2, DU Xiuli 2, LUO Wenlin 1
doaj   +1 more source

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