The research for mechanics stimulation method of nonlinear random vibration based on statistical linear theory by Wang Guodong

“…Earthquake disasters have brought great harm to people's life safety and economic property. …”
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Seismic and Tsunamis Vulnerability Assessment of the Shelter School Building Structure with and without Retrofitting by Fauzan, Zev Al Jauhari, Geby Aryo Agista, Atsushi Yokota, Masharya Eko Putra

“…Furthermore, structural fragility curves of the school building were developed before and after retrofitting against earthquake and tsunami loads. The seismic fragility curve was determined from the maximum displacement of the building for varied earthquake acceleration, using nonlinear time history dynamic response analysis scaled using the incremental dynamic analysis method and damage limits defined by ATC-40, characterized by Hazus. …”
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Enhancing Seismic Performance of Steel-Plated Stress-Ribbon Bridge with Tuned Mass Dampers: A Finite-Element Study by Hua Dong, Yi Zhang, Zhiqiang Huang, Wuchuan Pu, Kaiwen Liu, Qishuo Zhang

“…As a recommendation, the combination of a single vertical displacement TMD and a torsional TMD can be considered the most appropriate scheme for earthquake response control. Moreover, the addition of TMDs reduces the bridge’s sensitivity to the direction of earthquake excitation. …”
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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

“…Concentric circle method (CCM), a new method based on analytic hierarchy process (AHP) and numerical discretization of 40 mountain tunnels damaged by Wenchuan earthquake in China, is proposed to rapidly assess the seismic damage level (SDL) of mountain tunnels. …”
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Comparative Study of Nonlinear Static and Time-History Analyses of Typical Korean STS Container Cranes by Quang Huy Tran, Jungwon Huh, Van Bac Nguyen, Achintya Haldar, Choonghyun Kang, Kyeong Min Hwang

“…The existing Korean STS container cranes did not behave properly during several recent moderate earthquakes in South Korea. Typical Korean STS container cranes must be checked for the earthquake-resistant capacity. …”
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Numerical Study of Concentric Brace Equipped with the Eccentric Elements for Strengthening Buildings by Asadullah Attal, Mohammad Ali Kafi

“…The local dissipative fuse system is used to connect the steel channels with the gusset plate at one or both ends and at the time of the earthquake the dissipator yields before the brace buckles and forms a flexible plastic hinge, consuming a significant amount of earthquake energy. …”
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Seismic Performance Evaluation of Buried Sewage Collection Pipelines by Abolfazl Rahimi, Mohammad Rezaii

“…One of the systems which is damaged because of earthquake is an urban wastewater network. In this paper, it is tried to study the damages occurred on urban wastewater networks in a selected network. …”
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Seismic Stability Analysis of Saturated and Unsaturated Soil Slopes Using Permanent Displacement by Shuai Huang, Yanju Peng

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INFLUENCE OF BEAM HEIGHT-COLUMN WIDTH RATIO ON SEISMIC BEHAVIOR OF RC MOMENT RESISTING FRAMES by A. Khalili, F. Nateghi Alahi

“…These provisions aim to achieve the concept of the weak beam-strong column, where plastic hinges during an earthquake occur first in the beams. Analysis of frequent and repetitive failures in strong earthquakes in recent decades of reinforced concrete structures shows that the strong beam-weak column failure mode typically leads to severe damage in these structures. …”
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Seismic and GNSS strain-based probabilistic seismic hazard evaluation for northern Chile using DAS Magnitude Scale by Ranjit Das, Claudio Meneses, Hua Wang

“…This approach uses extensive earthquake data, typically spanning over a century, leveraging frequency and magnitude statistics. …”
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Unveiling pressure-induced anomalous shear behavior and thermoelasticity of α-Fe2O3 hematite at high pressure by Yongtao Zou, Pei Wang, Ying Li, Haiyan Chen, Cangtao Zhou, Tetsuo Irifune

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Stability Analysis of Slopes Under Seismic Action with Asynchronous Discounting of Strength Parameters by Ruipeng Wang, Hongye Yan, Junkai Yao, Zhuqing Li

“…The stability coefficient of slopes under earthquake conditions is reduced by 17.3% compared to that under static conditions. …”
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Hydrogeochemical Characteristics of the Haiyuan-Liupanshan Seismic Belt at the Northeastern Edge of the Tibet Plateau by Xinyan Li, Xiaopeng Liu, Jianguo Du, Yueju Cui, Fengxia Sun

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A Modified Newmark Methodology for Permanent Deformation Analysis of Rock-Fill Dams by Hongjun Li, Hong Zhong, Zuwen Yan, Jianming Zhao

“…In the presented research, a modified Newmark methodology for sliding deformation analysis of rock-fill dams subjected to strong earthquake is proposed. In order to make the seismic safety evaluation of dams more realistic, the influence of cyclic shear strength (earthquake-induced reduction of shear strength) and time history vertical acceleration obtained from the dynamic response analysis on the critical acceleration and accumulative sliding displacement of the flexible sliding body is considered. …”
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Changes in Electrokinetic Coupling Coefficients of Granite under Triaxial Deformation by Osamu Kuwano, Shingo Yoshida

“…Electrokinetic phenomena are believed to be the most likely origin of electromagnetic signals preceding or accompanying earthquakes. The intensity of the source current due to the electrokinetic phenomena is determined by the fluid flux and the electrokinetic coupling coefficient called streaming current coefficient; therefore, how the coefficient changes before rupture is essential. …”
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Effects of Equipment-Structure-Soil Interaction on Seismic Response of Equipment and Structure via Real-Time Dynamic Substructuring Shaking Table Testing by Chongxiang Zhang, Nan Jiang

“…A comparison of the experimental results from different earthquake stages implies that seismic responses of the equipment and structure decreased in general due to the intervention of soil, but the soil effect weakened with earthquake intensity.…”
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DYNAMIC CHARACTERISTICS AND DYNAMIC RESPONSE ANALYSIS OF THREE STOREY GARAGE ON THE DYNAMIC CHARACTERISTICS OF THE GARAGE by XIE Miao, HUANG YaXing, LIU ZhiXiang, MAO Jun, TONG Yang

“…The EI Centro earthquake wave which is similar to the seismic requirements has been chosen for simulated seismic wave which is used to analyze the deformation of the frame. …”
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3D Finite Element Analysis of Seismic Response of Rigid Pile Composite Foundation with Microprobe Group by Li Lin, Jichao Zhang, Yadong Li, Zhuwei Rao, Zheng Sen

“…The three-dimensional finite element method is used to analyze the dynamic response law of pile group rigid pile composite foundation under the action of the earthquake, especially the internal force response of the pile body. …”
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Ground Motion and Air Overpressure Study by Michael K. Sharp, Donald E. Yule

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Seismic Performance Analysis of Steel Truss Coal Conveying Trestle Based on Multisensor Data Fusion by Bo-yu Yao

“…Once it is damaged by an earthquake, it will cause great losses in the production of coal enterprises. …”
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