Pub Date : 2023-12-29DOI: 10.1142/s0219455424502547
Wei Jing, Shihao Wang, Jian Shen, Shushuang Song
{"title":"Influence of Seismic Wave Incidence Angle on Dynamic Responses and Vibration Control of Adjacent Liquid Storage Tanks","authors":"Wei Jing, Shihao Wang, Jian Shen, Shushuang Song","doi":"10.1142/s0219455424502547","DOIUrl":"https://doi.org/10.1142/s0219455424502547","url":null,"abstract":"","PeriodicalId":54939,"journal":{"name":"International Journal of Structural Stability and Dynamics","volume":"48 3","pages":""},"PeriodicalIF":3.6,"publicationDate":"2023-12-29","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"139146772","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":3,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2023-12-29DOI: 10.1142/s0219455424502523
Jia-xiang Li, Chao Zhang, Xing Fu
{"title":"Wind-induced response analysis of the transmission tower-line system considering the joint effect","authors":"Jia-xiang Li, Chao Zhang, Xing Fu","doi":"10.1142/s0219455424502523","DOIUrl":"https://doi.org/10.1142/s0219455424502523","url":null,"abstract":"","PeriodicalId":54939,"journal":{"name":"International Journal of Structural Stability and Dynamics","volume":" 97","pages":""},"PeriodicalIF":3.6,"publicationDate":"2023-12-29","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"139144847","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":3,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2023-12-29DOI: 10.1142/s0219455424502535
Lingzhi Wang, Yi You, Weidong Liu, Qike Wei, Zhitao Yan, Xiaochun Nie, Y. B. Yang
{"title":"Geometric Nonlinear Analysis of Angle Section Elements Based on Updated Lagrangian Formulation and Rigid Body Rule","authors":"Lingzhi Wang, Yi You, Weidong Liu, Qike Wei, Zhitao Yan, Xiaochun Nie, Y. B. Yang","doi":"10.1142/s0219455424502535","DOIUrl":"https://doi.org/10.1142/s0219455424502535","url":null,"abstract":"","PeriodicalId":54939,"journal":{"name":"International Journal of Structural Stability and Dynamics","volume":"36 3","pages":""},"PeriodicalIF":3.6,"publicationDate":"2023-12-29","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"139146722","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":3,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2023-12-20DOI: 10.1142/s0219455424502249
Wei Li, Bo Chen
The vibration of pedestrian overbridges due to train-induced wind loads (TIWLs) during the passage of a high-speed train threatens the overbridge safety and causes pedestrian discomfort. To incorporate the structural dynamic magnification effect on overbridges under TIWLs in the design process, a framework to calculate the structural dynamic response, equivalent static TIWLs and response spectra of overbridges is established. A new simplified TIWL model with a “three-segment” wind pressure time history described by harmonic functions is proposed. This model facilitates the acquisition of analytical solutions for the structural dynamic response, streamlining the analysis process. The dynamic response and equivalent static TIWLs based on dynamic magnification factors (DMFs) of overbridges are obtained from the analytical method. The DMFs are primarily affected by the structural natural frequency and the characteristic frequency of TIWLs. Furthermore, based on the analytical solution of the overbridge dynamic response, parametric analysis is performed, and the response spectra representing the dynamic displacement and acceleration of overbridges are developed. The response spectra can be used to quickly calculate the displacement, internal force, and acceleration of the overbridges during engineering applications, which is more convenient but slightly less accurate than the analytical method.
{"title":"Wind Load Model and Response Spectra of Overbridges Subjected to Train-Induced Wind Loads","authors":"Wei Li, Bo Chen","doi":"10.1142/s0219455424502249","DOIUrl":"https://doi.org/10.1142/s0219455424502249","url":null,"abstract":"The vibration of pedestrian overbridges due to train-induced wind loads (TIWLs) during the passage of a high-speed train threatens the overbridge safety and causes pedestrian discomfort. To incorporate the structural dynamic magnification effect on overbridges under TIWLs in the design process, a framework to calculate the structural dynamic response, equivalent static TIWLs and response spectra of overbridges is established. A new simplified TIWL model with a “three-segment” wind pressure time history described by harmonic functions is proposed. This model facilitates the acquisition of analytical solutions for the structural dynamic response, streamlining the analysis process. The dynamic response and equivalent static TIWLs based on dynamic magnification factors (DMFs) of overbridges are obtained from the analytical method. The DMFs are primarily affected by the structural natural frequency and the characteristic frequency of TIWLs. Furthermore, based on the analytical solution of the overbridge dynamic response, parametric analysis is performed, and the response spectra representing the dynamic displacement and acceleration of overbridges are developed. The response spectra can be used to quickly calculate the displacement, internal force, and acceleration of the overbridges during engineering applications, which is more convenient but slightly less accurate than the analytical method.","PeriodicalId":54939,"journal":{"name":"International Journal of Structural Stability and Dynamics","volume":"3 5","pages":""},"PeriodicalIF":3.6,"publicationDate":"2023-12-20","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"138956885","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":3,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2023-12-15DOI: 10.1142/s0219455424502419
Ying Lei, Xiongjun Yang
{"title":"Stochastic optimization of electromagnetic inertial mass dampers in nonlinear hybrid base isolation systems under seismic excitations","authors":"Ying Lei, Xiongjun Yang","doi":"10.1142/s0219455424502419","DOIUrl":"https://doi.org/10.1142/s0219455424502419","url":null,"abstract":"","PeriodicalId":54939,"journal":{"name":"International Journal of Structural Stability and Dynamics","volume":"26 2","pages":""},"PeriodicalIF":3.6,"publicationDate":"2023-12-15","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"138997468","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":3,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2023-12-15DOI: 10.1142/s0219455424400170
Kamran Mohd Asif, M. A. Iqbal
{"title":"Numerical prediction of ballistic performance of thin concrete plate","authors":"Kamran Mohd Asif, M. A. Iqbal","doi":"10.1142/s0219455424400170","DOIUrl":"https://doi.org/10.1142/s0219455424400170","url":null,"abstract":"","PeriodicalId":54939,"journal":{"name":"International Journal of Structural Stability and Dynamics","volume":"53 5","pages":""},"PeriodicalIF":3.6,"publicationDate":"2023-12-15","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"138996371","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":3,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2023-12-15DOI: 10.1142/s0219455424502432
Ke Sun, Jie Tang, Yukang Yang, Bolong Jiang, Yinghui Li, Dengqing Cao
{"title":"Active control of quasi-zero-stiffness vibration isolator with variable load","authors":"Ke Sun, Jie Tang, Yukang Yang, Bolong Jiang, Yinghui Li, Dengqing Cao","doi":"10.1142/s0219455424502432","DOIUrl":"https://doi.org/10.1142/s0219455424502432","url":null,"abstract":"","PeriodicalId":54939,"journal":{"name":"International Journal of Structural Stability and Dynamics","volume":"11 6","pages":""},"PeriodicalIF":3.6,"publicationDate":"2023-12-15","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"138999967","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":3,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
{"title":"Experimental Study on 3-D RC Frame Structures with VE Energy Dissipation Braces using STM32-Matlab-OpenSees Hybrid Test Platform","authors":"Yao‐Rong Dong, Zhaojun Xu, Li-Hua Zhu, Qiang‐Qiang Li, Yeshou Xu, De-Yang Kong, Yu Cheng","doi":"10.1142/s0219455424502341","DOIUrl":"https://doi.org/10.1142/s0219455424502341","url":null,"abstract":"","PeriodicalId":54939,"journal":{"name":"International Journal of Structural Stability and Dynamics","volume":"85 4","pages":""},"PeriodicalIF":3.6,"publicationDate":"2023-12-08","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"139010963","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":3,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2023-12-08DOI: 10.1142/s0219455424502390
Mo Yang, Jianan Xi, Haonan Hu, Tao Qin, Yikun Wang
{"title":"Mechanism and Influence Research on the Bending and Torsion Damping of Composite Hollow Tube","authors":"Mo Yang, Jianan Xi, Haonan Hu, Tao Qin, Yikun Wang","doi":"10.1142/s0219455424502390","DOIUrl":"https://doi.org/10.1142/s0219455424502390","url":null,"abstract":"","PeriodicalId":54939,"journal":{"name":"International Journal of Structural Stability and Dynamics","volume":"4 3","pages":""},"PeriodicalIF":3.6,"publicationDate":"2023-12-08","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"139011549","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":3,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
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