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NEWMARK ALGORITHM FOR DYNAMIC ANALYSIS WITH MAXWELL CHAIN MODEL

open access: yesActa Polytechnica, 2021
This paper investigates a time-stepping procedure of the Newmark type for dynamic analyses of viscoelastic structures characterized by a generalized Maxwell model. We depart from a scheme developed for a three-parameter model by Hatada et al.
Jaroslav Schmidt   +4 more
doaj   +3 more sources

Rapid Emergency Response Assessment of Earthquake-Induced Landslides Driven by Fusion of InSAR Deformation Data and Newmark Physical Models

open access: yesRemote Sensing, 2023
Strong earthquakes induce a large number of secondary disasters, such as landslides, which bring serious challenges to post-disaster emergency rescue, and the rapid and accurate assessment of earthquake-induced landslide disasters is crucial for post ...
Ying Zeng   +4 more
doaj   +2 more sources

Co-seismic landslide hazard assessment of Uttarakhand state (India) based on the modified Newmark model

open access: yesJournal of Asian Earth Sciences: X, 2022
Co-seismic landslides are the most dangerous geological hazards in seismically active mountainous regions. These landslides cause damage to roads, drainage pipelines, buildings, agriculture, and loss of human lives.
Kunal Gupta, Neelima Satyam
doaj   +3 more sources

Predicting seismic landslide hazard in the Batang fault zone of the Qinghai-Tibet Plateau

open access: yesShuiwen dizhi gongcheng dizhi, 2021
The Batang fault on the eastern Qinghai-Tibet Plateau has strong activity since the Holocene, where the geomorphology and geological structure is complex, and the historical earthquakes occurred frequently, which induced abundant landslides. For the long-
Zhihua YANG   +4 more
doaj   +1 more source

Seismic reliability analysis of soil slope based on Newmark sliding block model with representative slip surfaces and response surfaces

open access: yesEngineering Reports, 2023
This paper presents a framework combining Monte Carlo Simulation (MCS) and the Newmark sliding block model with representative slip surfaces (RSS) (model II) and multiple response surfaces method (MRSM) to conduct seismic reliability analysis and risk ...
Guangming Yu   +3 more
doaj   +1 more source

Reduced-Order Model Based on Volterra Series for Aerodynamics of the Bridge Deck Section and Flutter Critical Wind Speed Prediction

open access: yesApplied Sciences, 2023
This study proposes a novel reduced-order model (ROM), based on the Volterra series, for the aerodynamic force of the bridge deck section. Moreover, the ROM of the aerodynamic force of the streamlined box girder section of the Great Belt East Bridge ...
Ziran Wei, Zhiwen Liu, Fawei He
doaj   +1 more source

A multi-field coupling simulation model for the centrifugal pump system

open access: yesMechanics & Industry, 2023
In this paper, a multi-field coupling simulation model, including the motor, shaft, and pump, is established to analyze the motor's influence and the shaft on the pump's operating status. First of all, different forms of simulation calculation models are
Dong Lie-Yi   +5 more
doaj   +1 more source

Risk Identification of Seismic Landslides by Joint Newmark and RockFall Analyst Models: A Case Study of Roads Affected by the Jiuzhaigou Earthquake

open access: yesInternational Journal of Disaster Risk Science, 2018
Geological disasters are a great threat to people’s lives and property. At present, it is difficult to evaluate quantitatively the cascading effects of regional geological disasters, and the development of new methods for such evaluation is much needed ...
Xiliu Yue   +4 more
doaj   +1 more source

Vibration Response Evaluation under Shock-Type Loading with Emphasis on Finite Element Model Updating

open access: yesShock and Vibration, 2020
In some cases, impulse- or shock-type excitations as the dynamic loading are inevitable, and obtaining proper response with the well-known numerical methods is not easy. This paper focuses on dynamic response estimation against short-time loading with an
Jalal Akbari   +2 more
doaj   +1 more source

Application of Residual Shear Strength Predicted by Artificial Neural Network Model for Evaluating Liquefaction-Induced Lateral Spreading

open access: yesAdvances in Civil Engineering, 2020
The residual shear strength of liquefied soil is critical to estimating the displacement of lateral spreading. In the paper, an Artificial Neural Network model was trained to predict the residual shear strength ratio based on the case histories of ...
Yanxin Yang   +3 more
doaj   +1 more source

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