Effect of Seismic Frequency Spectra on Surrounding Rock Damage Evolution of Large Underground Caverns by Yumin Zhang, Zeqi Zhu, Rongchao Xu, Zhiquan Huang

“…The damage zone reaches the maximum value in areas immediately after the seismic acceleration peak arrives and keeps constant thereafter. …”
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Rapid Assessment and Classification for Seismic Damage of Mountain Tunnel Based on Concentric Circle Method by Hua Xu, Jingsong Xu, Runfang Sun, Hefu Pu, Yin Cheng

“…First, according to the type and degree of seismic damage of tunnel, the whole tunnel is divided into a number of successive sections. …”
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Seismic Soil-Structure Interaction Analysis of Isolated Nuclear Power Plants in Frequency Domain by Zhiguang Zhou, Xiaodong Wei

“…In this paper, a NPP model was used to investigate the effects of SSI and the effects of changing soil and isolator properties on seismic response of an isolated NPP. …”
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Estimated effect of rotational components of seismic impact on the strength-strain state of simple systems by O. V. Mkrtychev, A. A. Reshetov, E. M. Lokhova

Subjects: “…seismic resistance…”
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Seismic Response Analysis of an Isolated Structure with QZS under Near-Fault Vertical Earthquakes by Dewen Liu, Yang Liu, Dongfa Sheng, Wenyuan Liao

“…Seismic isolation devices are usually designed to protect structures from the strong horizontal component of earthquake ground shaking. …”
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Joint Optimization of RCC Gravity Dam on Complex Foundation Considering Seismic Dynamic Response by LI Jinyou, HU Jiang, GU Zhenhua

“…To explore the influence of transverse seam cutting of a high RCC gravity dam on the seismic performance of the dam body,this paper takes the RCC gravity dam project of Mahl Hydropower Station in Pakistan with high seismic intensity and sand-mudstone interbedded foundation as the research object.Through the establishment of three-dimensional integral finite element model,the self-compiled viscoelastic dynamic boundary program is introduced.The dynamic response and difference of the dam body under the design earthquake and maximum credible earthquake (MCE) conditions are calculated respectively when the code wave,site wave,and Koyna wave are input.Based on the ratio defined by the design formula of bearing capacity limit state,the seismic safety state of the RCC gravity dam is comprehensively evaluated by simulating the three comparison schemes of 1/3 height,2/3 height,and full joint cutting of transverse seam.The results show that when the code wave is input,under the action of MCE,the resistance effect ratio coefficient η of the dam foundation surface under the 1/3 and 2/3 height schemes of transverse seam cutting is greater than 1.Under the full joint scheme,η_min=0.91,and the values of η are less than 1 for a total of 6 times within 0.6 s.After comprehensive consideration,the 2/3 height of transverse seam cutting can be used as the construction recommendation scheme.The research results can provide a reference for the optimal layout of the RCC gravity dam project in the conditions of high seismic intensity and complex geology.…”
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Classification of Non-Seismic Tsunami Early Warning Level Using Decision Tree Algorithm by Elmo Juanara, Chi Yung Lam

“…The traditional tsunami early warning based on the seismic sensor (e.g. earthquake detectors) may not be applicable to volcanic tsunamis because they do not generate seismic waves. …”
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Dynamic Response Simulation of Lining Structure for Tunnel Portal Section under Seismic Load by Guoqing Liu, Juntao Chen, Ming Xiao, Yang Yang

“…Portal section is the weak link of seismic fortification for tunnel structure. Assuming that seismic wave is the vertical incident elastic plane wave, the plane wave input method for the portal section was discussed in this paper; that is, the wave input problem can be converted to the problem of calculating equivalent nodal force at artificial boundaries. …”
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Seismic Vulnerability Assessment of Reinforced Concrete Educational Buildings Using Machine Learning Algorithm by Tapan Kumar, Mohammad Al Amin Siddique, Raquib Ahsan

“…The main objective of this paper is to assess the vulnerability of reinforced concrete (RC) educational buildings in Dhaka city to seismic activity by utilizing machine learning (ML) algorithms. …”
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Footstep and Vehicle Detection Using Seismic Sensors in Wireless Sensor Network: Field Tests by Gökhan Koç, Korkut Yegin

“…Extensive field tests were carried out to assess the performance of adaptive thresholds algorithm for footstep and vehicle detection using seismic sensors. Each seismic sensor unit is equipped with wireless sensor node to communicate critical data to sensor gateway. …”
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Study on Seismic Response and Damping Measures of Surrounding Rock and Secondary Lining of Deep Tunnel by Baoli Tang, Yongqiang Ren

“…Under the background of frequent earthquakes, the seismic characteristics of tunnels become an important content related to the safety and stability of engineering structures. …”
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Investigation of Seismic Behavior of Container Crane Structures by Shake Table Tests and Mathematical Modeling by C. Oktay Azeloglu, Ayse Edincliler, Ahmet Sagirli

“…Firstly, a new physical model is directly fixed on the shake table and the seismic response of the container crane model against the past earthquake ground motion was measured. …”
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An Analytical Seismic Response for Rigid Underground Rectangular Tunnel Subjected to Incident P Waves by Yang Liu, Chun Bai, Hexiang Li

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Experimental and Numerical Investigation on Seismic Performance of RC Exterior Beam-Column Joints with Slabs by Zhimeng Wang, Jiao Huang, Zhaoqun Chang, Yongjian Lu

“…Consequently, the contribution of slab to the seismic resistance of structures is often ignored or just included in an approximate manner. …”
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Enhanced Small Reflections Sparse-Spike Seismic Inversion with Iterative Hybrid Thresholding Algorithm by Yue Feng, Ronghuo Dai, Zidan Fan

“…Seismic inversion is a process of imaging or predicting the spatial and physical properties of underground strata. …”
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Effect of Ground Motion Orientation on Seismic Responses of an Asymmetric Stress Ribbon Pedestrian Bridge by Yi Zhang, Wuchuan Pu, Qishuo Zhang, Kaiwen Liu, Hua Dong

“…Checking the responses resulting from different directions is necessary for a comprehensive estimation of the seismic performance of the stress ribbon bridge.…”
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An Adaptive Model Order Reduction Method Based on the Damage Evolution for Nonlinear Seismic Analysis by Jian Wang, Ming Fang, Hui Li

“…Nonlinear seismic analysis, an approach to evaluate the seismic performance of a structure, is facing the challenge of computational efficiency for large-scale and high-fidelity simulation. …”
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Modeling Research and Test Verification of the Seismic Response of a Multistage Series Liquid Tank by Xiaoguang Yao, Lijun Meng, Peng Chu, Liang Yao

“…Heavy damages or even collapse of these facilities subjected to strong earthquakes may cause disastrous consequences. In this paper, the seismic response of a multistage series liquid storage tank was simulated by a finite element method and verified by a scaled-down experiment. …”
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Geometrical-Feature-Preserving Adjoint Tomography of Near-Surface Structure with Seismic Early Arrival by Chao Zhang, Cheng Li, Jian Cai

“…First, we gave the continuous form of the adjoint source and the Frechet gradient of the Wasserstein metric for seismic early arrival, which leads to an easy and efficient way to implement in the adjoint-state method. …”
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Seismic Analysis of Coupled High-Speed Train-Bridge with the Isolation of Friction Pendulum Bearing by Xinmin Hong, Wenhua Guo, Zihao Wang

“…The paper presents a framework for the seismic analysis of the coupled high-speed train-bridge with the isolation of friction pendulum bearing (FPB). …”
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