Search Results - "Earthquake Engineering and Engineering Vibration"

The role of viscoelastic damping on retrofitting seismic performance of asymmetric reinforced concrete structures by Alam, Zeshan, Zhang, Chunwei, Samali, Bijan

“…The primary purpose of this research is to improve the seismic response of a complex asymmetric tall structure using viscoelastic (VE) dampers. Asymmetric…”
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Erratum to: Study on vulnerability matrices of masonry buildings of mainland of China by Sun, Baitao, Zhang, Guixin

“…In Vol. 17, No. 2 Locations: Pages 251, 253, 255, 257 and 259: in the title and running title Page 251, in the third and fifth lines of the Abstract Page 251,…”
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Erratum to: A framework for computer vision-based health monitoring of a truss structure subjected to unknown excitations by Ostrowski, Mariusz, Blachowski, Bartlomiej, Wójcik, Bartosz, Żarski, Mateusz, Tauzowski, Piotr, Jankowski, Łukasz

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Erratum to: Graph-based structural joint pose estimation in non-line-of-sight conditions by Thoms, Alexander, Al-Sabbag, Zaid, Narasimhan, Sriram

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Performance of RC buildings after Kahramanmaraş Earthquakes: lessons toward performance based design by Binici, Baris, Yakut, Ahmet, Kadas, Koray, Demirel, Ozan, Akpinar, Ugur, Canbolat, Afsin, Yurtseven, Firat, Oztaskin, Orkun, Aktas, Selin, Canbay, Erdem

“…Two simultaneous earthquakes occurred in the Kahramanmaraş-Pazarcık and Kahramanmaraş-Elbistan districts of Turkey on February 6, 2023, and with magnitudes of…”
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Seismic wave input method for three-dimensional soil-structure dynamic interaction analysis based on the substructure of artificial boundaries by Liu, Jingbo, Tan, Hui, Bao, Xin, Wang, Dongyang, Li, Shutao

“…The method of inputting the seismic wave determines the accuracy of the simulation of soil-structure dynamic interaction. The wave method is a commonly used…”
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The plurality effect of topographical irregularities on site seismic response by Jahromi, Saeed Ghaffarpour, Karkhaneh, Sama

“…Topography can have significant effects on seismic ground response during an earthquake because topographic irregularities cause considerable differences…”
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Visualization of real-time displacement time history superimposed with dynamic experiments using wireless smart sensors and augmented reality by Aguero, Marlon, Doyle, Derek, Mascarenas, David, Moreu, Fernando

“…Wireless smart sensors (WSS) process field data and inform inspectors about the infrastructure health and safety. In bridge engineering, inspectors need…”
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Recent progress and application on seismic isolation energy dissipation and control for structures in China by Zhou, Fulin, Tan, Ping

“…China is a country where 100% of the territory is located in a seismic zone. Most of the strong earthquakes are over prediction. Most fatalities are caused by…”
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A shake table investigation of dynamic behavior of pile supported bridges in liquefiable soil deposits by Mohanty, Piyush, Xu, Dan, Biswal, Suryakant, Bhattacharya, Subhamoy

“…Bridges are a part of vital infrastructure, which should operate even after a disaster to keep emergency services running. There have been numerous bridge…”
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Seismic fragility analysis of three-tower cable-stayed bridges with different connection configurations by Chen, Chen, Liu, Jinlong, Lin, Junqi, Li, Suchao

“…Seismic fragility analysis of three-tower cable-stayed bridges with three different structural systems, including rigid system (RS), floating system (FS), and…”
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Effect of burial depth of a new tunnel on the seismic response of an existing tunnel by Ma, Runbo, Cao, Qikun, Lu, Shasha, Zhao, Dongxu, Zhang, Yanan, Xu, Hong

“…Burial depth is a crucial factor affecting the forces and deformation of tunnels during earthquakes. One key issue is a lack of understanding of the effect of…”
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Evaluation of the effects of EPS composite soil replacement on the dynamic performance of caisson structure using shaking table tests by Gao, Hongmei, Ji, Zhanpeng, Zhang, Xinlei, Zhang, Shushan, Wang, Zhihua, Shen, Guangming

“…The seismic performance of a caisson structure under two types of models with a saturated sandy foundation (CSS) and an expanded polystyrene (EPS) composite…”
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Prediction of damage potential in mainshock–aftershock sequences using machine learning algorithms by Zhou, Zhou, Wang, Meng, Han, Miao, Yu, Xiaohui, Lu, Dagang

“…Assessing the potential damage caused by earthquakes is crucial for a community’s emergency response. In this study, four machine learning (ML) methods—random…”
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Exploration of instantaneous frequency for local control assessment in real-time hybrid simulation by Xu, Weijie, Peng, Changle, Guo, Tong, Chen, Cheng

“…Local control parameters such as instantaneous delay and instantaneous amplitude play an essential role in evaluating the performance and maintaining the…”
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Study on the tunnel shape and soil-lining interaction influencing the lining behavior under seismic loading by Pham, Van Vi, Do, Ngoc Anh, Osinski, Piotr, Do, Ngoc Thai, Dias, Daniel

“…The response of tunnels subjected to seismic loading is a complex mechanism and depends not only on the seismic nature but also on tunnel structure and…”
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Experimental and numerical study of buckling-restrained braces configured with out-of-plane eccentricity under cyclic loading by Cao, Yongsheng, Zhou, Yun, Takagi, Jiro, Jiang, Ke, Deng, Xuesong, Fang, Xiaojun

“…This study focuses on variations in the hysteretic behavior of buckling-restrained braces (BRBs) configured with or without out-of-plane eccentricity under…”
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Dynamic failure process of expanded polystyrene particle lightweight soil under cyclic loading using discrete element method by Zhou, Wei, Hou, Tianshun, Chen, Ye, Wang, Qi, Luo, Yasheng, Zhang, Yafei

“…Expanded polystyrene (EPS) particle-based lightweight soil, which is a type of lightweight filler, is mainly used in road engineering. The stability of…”
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Investigating impacts of different building contents on the post-earthquake evacuation time using an agent-based model with considering turning behavior by Bao, Yu

“…Accurate assessment of crowd evacuation inside the post-earthquake environment is critical from many perspectives, but this issue receives much less attention…”
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Structural failure analysis with CMS-based ground motion selection using innovative cost function and weight factors by Samadian, Delbaz, Muhit, Imrose B., Dawood, Nashwan

“…The selection and scaling of ground motion records is considered a primary and essential task in performing structural analysis and design. Conventional…”
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