Pub Date : 2023-11-01DOI: 10.1142/s0219455424501980
Manouchehr Panah, Ahmad Reza Khorshidvand, S. Mahdi Khorsandijou, Mohsen Jabbari
{"title":"State-spatial Viewpoint of Stress in Thermally Postbuckled and Nonlinearly bent FG Saturated Poroelastic Circular Plates","authors":"Manouchehr Panah, Ahmad Reza Khorshidvand, S. Mahdi Khorsandijou, Mohsen Jabbari","doi":"10.1142/s0219455424501980","DOIUrl":"https://doi.org/10.1142/s0219455424501980","url":null,"abstract":"","PeriodicalId":54939,"journal":{"name":"International Journal of Structural Stability and Dynamics","volume":"75 13","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-11-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"135221095","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 : 2023-11-01DOI: 10.1142/s0219455424400108
Kailash Kumar, M.A. Iqbal, P.K. Gupta
{"title":"Numerical Study of Shape and Density Effect on Semi-In-finite Metallic Target under Hypervelocity Impact","authors":"Kailash Kumar, M.A. Iqbal, P.K. Gupta","doi":"10.1142/s0219455424400108","DOIUrl":"https://doi.org/10.1142/s0219455424400108","url":null,"abstract":"","PeriodicalId":54939,"journal":{"name":"International Journal of Structural Stability and Dynamics","volume":"10 4","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-11-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"135222026","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 : 2023-11-01DOI: 10.1142/s0219455424501979
Yadong Song, Ting Qin, Yuan Yao, Fengyu Dai
{"title":"Investigation on aerodynamic fluid-structure coupling vibration of 160 km/h EMU tail in single-track tunnels","authors":"Yadong Song, Ting Qin, Yuan Yao, Fengyu Dai","doi":"10.1142/s0219455424501979","DOIUrl":"https://doi.org/10.1142/s0219455424501979","url":null,"abstract":"","PeriodicalId":54939,"journal":{"name":"International Journal of Structural Stability and Dynamics","volume":"76 3","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-11-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"135221093","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 : 2023-10-28DOI: 10.1142/s0219455423920013
F. Georgiades
{"title":"Erratum: Exact Augmented Perpetual Manifolds Define Specifications for the Steady States of Similar Rigid Body Modes, a Corollary for Nonautonomous Systems","authors":"F. Georgiades","doi":"10.1142/s0219455423920013","DOIUrl":"https://doi.org/10.1142/s0219455423920013","url":null,"abstract":"","PeriodicalId":54939,"journal":{"name":"International Journal of Structural Stability and Dynamics","volume":"102 1","pages":""},"PeriodicalIF":3.6,"publicationDate":"2023-10-28","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"139312186","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 : 2023-10-27DOI: 10.1142/s0219455424501943
Jing Liang, Hua Huang, Min Huang, Huiping Liu
{"title":"Dynamic Response of the 300mm-diameter Projectile Impacting RC Slab","authors":"Jing Liang, Hua Huang, Min Huang, Huiping Liu","doi":"10.1142/s0219455424501943","DOIUrl":"https://doi.org/10.1142/s0219455424501943","url":null,"abstract":"","PeriodicalId":54939,"journal":{"name":"International Journal of Structural Stability and Dynamics","volume":"3 4","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-10-27","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"136312478","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 : 2023-10-27DOI: 10.1142/s0219455424501955
Ngoc Tien Dao, Thuy Van Tran Thi
{"title":"Hybrid Finite Element Method in Non-linear Dynamic Analysis of Trusses","authors":"Ngoc Tien Dao, Thuy Van Tran Thi","doi":"10.1142/s0219455424501955","DOIUrl":"https://doi.org/10.1142/s0219455424501955","url":null,"abstract":"","PeriodicalId":54939,"journal":{"name":"International Journal of Structural Stability and Dynamics","volume":"31 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-10-27","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"136312419","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 : 2023-10-27DOI: 10.1142/s0219455424501931
Jianxiao Mao, Xiaojie Zhu, Hao Wang, Xiaoming Guo, Zhenhao Pang
{"title":"Train load identification of the medium-small railway bridge using virtual axle theory and Bayesian inference","authors":"Jianxiao Mao, Xiaojie Zhu, Hao Wang, Xiaoming Guo, Zhenhao Pang","doi":"10.1142/s0219455424501931","DOIUrl":"https://doi.org/10.1142/s0219455424501931","url":null,"abstract":"","PeriodicalId":54939,"journal":{"name":"International Journal of Structural Stability and Dynamics","volume":"42 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-10-27","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"136312455","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 : 2023-10-21DOI: 10.1142/s0219455424501554
Jun Liu, Shugui Zheng, Tan Li, Qingling Sun
In this paper, structural columns with cross-section sizes of 100[Formula: see text]mm × 100[Formula: see text]mm, 75[Formula: see text]mm × 150[Formula: see text]mm, and 85[Formula: see text]mm × 121[Formula: see text]mm are designed based on the same notional size of member. The acceleration signals of each column at axial compression ratio of 0.1, 0.2 and 0.3 were obtained by impact hammering. The corresponding frequency and damping ratio are obtained by half power wideband method. Based on the statistical method, the variation rules of acceleration signal characteristics, frequency characteristics and damping characteristics in different thickness directions under different axial compression ratios were analyzed. The correlation between frequency and damping ratio in different thickness directions with different axial compression ratios is discussed. The results show that under the same axial compression ratio, the damping ratio and frequency tend to decrease with the increase of the thickness in the tapping direction. Under the same thickness, the frequency decreases with the increase of the axial compression ratio. The damping ratio of the column decreases with increasing stress ratio when the thickness in the knocking direction is less than 100[Formula: see text]mm. The damping ratio of the column increases with the increasing stress ratio when the thickness in the knocking direction is equal to 100[Formula: see text]mm. The damping ratio of the column increases slightly with the increasing stress ratio when the thickness in the knocking direction is greater than 100[Formula: see text]mm. By fitting the discrete data, the frequency variation range is 229.65–511.07[Formula: see text]Hz, and the range of the damping ratio variation is 0.1–0.5%.
{"title":"Experimental study on the damping performance of high-strength concrete columns with different section sizes","authors":"Jun Liu, Shugui Zheng, Tan Li, Qingling Sun","doi":"10.1142/s0219455424501554","DOIUrl":"https://doi.org/10.1142/s0219455424501554","url":null,"abstract":"In this paper, structural columns with cross-section sizes of 100[Formula: see text]mm × 100[Formula: see text]mm, 75[Formula: see text]mm × 150[Formula: see text]mm, and 85[Formula: see text]mm × 121[Formula: see text]mm are designed based on the same notional size of member. The acceleration signals of each column at axial compression ratio of 0.1, 0.2 and 0.3 were obtained by impact hammering. The corresponding frequency and damping ratio are obtained by half power wideband method. Based on the statistical method, the variation rules of acceleration signal characteristics, frequency characteristics and damping characteristics in different thickness directions under different axial compression ratios were analyzed. The correlation between frequency and damping ratio in different thickness directions with different axial compression ratios is discussed. The results show that under the same axial compression ratio, the damping ratio and frequency tend to decrease with the increase of the thickness in the tapping direction. Under the same thickness, the frequency decreases with the increase of the axial compression ratio. The damping ratio of the column decreases with increasing stress ratio when the thickness in the knocking direction is less than 100[Formula: see text]mm. The damping ratio of the column increases with the increasing stress ratio when the thickness in the knocking direction is equal to 100[Formula: see text]mm. The damping ratio of the column increases slightly with the increasing stress ratio when the thickness in the knocking direction is greater than 100[Formula: see text]mm. By fitting the discrete data, the frequency variation range is 229.65–511.07[Formula: see text]Hz, and the range of the damping ratio variation is 0.1–0.5%.","PeriodicalId":54939,"journal":{"name":"International Journal of Structural Stability and Dynamics","volume":"19 7","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-10-21","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"135463230","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 : 2023-10-20DOI: 10.1142/s0219455424501918
L.X. Peng, X.C. He, G.X. Mei, Yajing Shen
{"title":"Dynamic response analysis of ribbed plate resting on viscoelastic Pasternak foundation via MLS meshless method","authors":"L.X. Peng, X.C. He, G.X. Mei, Yajing Shen","doi":"10.1142/s0219455424501918","DOIUrl":"https://doi.org/10.1142/s0219455424501918","url":null,"abstract":"","PeriodicalId":54939,"journal":{"name":"International Journal of Structural Stability and Dynamics","volume":"12 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-10-20","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"135567469","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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