{"title":"Pounding of a base-isolated building against adjacent fixed-supported buildings during near-fault seismic excitations","authors":"E. Mavronicola, P. Komodromos","doi":"10.4203/ccc.3.10.1","DOIUrl":"https://doi.org/10.4203/ccc.3.10.1","url":null,"abstract":"","PeriodicalId":143311,"journal":{"name":"Proceedings of the Fourteenth International Conference on Computational Structures Technology","volume":"28 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"1900-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"121839578","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
{"title":"Calibration of constitutive models for soils: uncertainties attributed to limited number of laboratory test","authors":"T. Janda","doi":"10.4203/ccc.3.20.4","DOIUrl":"https://doi.org/10.4203/ccc.3.20.4","url":null,"abstract":"","PeriodicalId":143311,"journal":{"name":"Proceedings of the Fourteenth International Conference on Computational Structures Technology","volume":"20 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"1900-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"121852222","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
{"title":"Deep learning-based approaches for damage detection and localisation in large-scale civil infrastructure using vibration-based monitoring methods: a review","authors":"M. Nyathi, J. Bai, I. Wilson","doi":"10.4203/ccc.3.13.1","DOIUrl":"https://doi.org/10.4203/ccc.3.13.1","url":null,"abstract":"","PeriodicalId":143311,"journal":{"name":"Proceedings of the Fourteenth International Conference on Computational Structures Technology","volume":"31 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"1900-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"130663592","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
{"title":"Time Integration with Subcycling in Lattice Discrete Particle Model","authors":"J. Kruis, J. Vorel","doi":"10.4203/ccc.3.19.4","DOIUrl":"https://doi.org/10.4203/ccc.3.19.4","url":null,"abstract":"This paper concerns with multi-time step methods, also called subcycling, in lattice discrete particle models which can be used in numerical simulation of concrete, polymers and many other materials. Domain solved is split into two parts, where different time steps are used in order to save computational time.","PeriodicalId":143311,"journal":{"name":"Proceedings of the Fourteenth International Conference on Computational Structures Technology","volume":"187 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"1900-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"117279627","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
{"title":"Quasi-Periodic Galloping Response under Combined Random and Harmonic Excitations at a Large Frequency Detuning","authors":"J. Náprstek, C. Fischer, S. Pospisil","doi":"10.4203/ccc.3.19.5","DOIUrl":"https://doi.org/10.4203/ccc.3.19.5","url":null,"abstract":"","PeriodicalId":143311,"journal":{"name":"Proceedings of the Fourteenth International Conference on Computational Structures Technology","volume":"15 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"1900-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"133283622","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
{"title":"Modal superposition of non-classically damped transient problems with position and velocity dependent force","authors":"Z. Lozina, D. Sedlar, A. Bartulovic","doi":"10.4203/ccc.3.19.3","DOIUrl":"https://doi.org/10.4203/ccc.3.19.3","url":null,"abstract":"The approach to the solution of transient problems of the semidefinite systems with non-classical damping and force dependent on time, position and velocity is proposed and implemented. It provides reliable, efficient and accurate solution algorithm without blurring the physical meaning. Problem matrix is constant even the problem is nonlinear, its inversion is trivial, and order is controllable. The price is solution of the eignproblem and transformations between natural and principal coordinates. However, in spite of the iterative procedure, modal approach is proved to be highly efficient with maximum two tightening iteration per step for given integration parameters, practically independently on the integration scheme involved. The contribution is illustrated on the theoretical and practical examples. The proposed procedure eliminates nonphysical behaviour of the semidefinite problems under reactive force e.g. as in the ship power propulsion system under ice conditions when simulating long lasting ice impact conditions.","PeriodicalId":143311,"journal":{"name":"Proceedings of the Fourteenth International Conference on Computational Structures Technology","volume":"51 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"1900-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"122358952","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
{"title":"Wave propagation at the coupling boundary of peridynamics and finite elements","authors":"M. Yu., G. Noh","doi":"10.4203/ccc.3.3.2","DOIUrl":"https://doi.org/10.4203/ccc.3.3.2","url":null,"abstract":"","PeriodicalId":143311,"journal":{"name":"Proceedings of the Fourteenth International Conference on Computational Structures Technology","volume":"39 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"1900-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"127454164","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
{"title":"Development of Crack Detection and Measurement Method Using Deep Learning and Image Processing Techniques","authors":"M. Nyathi, J. Bai","doi":"10.4203/ccc.3.22.1","DOIUrl":"https://doi.org/10.4203/ccc.3.22.1","url":null,"abstract":"","PeriodicalId":143311,"journal":{"name":"Proceedings of the Fourteenth International Conference on Computational Structures Technology","volume":"8 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"1900-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"125769347","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
{"title":"Assessment of Progressive Collapse in RC Buildings and Retrofit Strategy","authors":"M. Taklas, Z. Al-Sadoon, M. Leblouba","doi":"10.4203/ccc.3.12.7","DOIUrl":"https://doi.org/10.4203/ccc.3.12.7","url":null,"abstract":"","PeriodicalId":143311,"journal":{"name":"Proceedings of the Fourteenth International Conference on Computational Structures Technology","volume":"40 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"1900-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"115565925","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
{"title":"Effects of Connector Modelling on Explicit Shell Finite Element Models of Cold-formed Steel Shear Walls","authors":"G. Alshamsi, L. Xu, Y. Shi, Y. Zou, X. Yao","doi":"10.4203/ccc.3.14.4","DOIUrl":"https://doi.org/10.4203/ccc.3.14.4","url":null,"abstract":"The study presented herein is concerned with assessing the influence of connector elements on the behaviour of finite element models of high capacity cold-formed steel (CFS) shear walls. Recently, CFS shear walls have been used as an economic and light-weight seismic force resisting system (SFRS) in North America, however their applications are limited to mid-rise buildings. To push the state-of-the art, a preliminary testing programme of an innovative, higher-capacity CFS shear wall is conducted. The testing programme consists of monotonic and cyclic tests as well as screw connection assembly tests in double shear. Furthermore, explicit shell finite element models of the shear walls were developed and calibrated with the experimental results. Finally, a parametric study on the type of connector element was carried out to assess the behaviour of the wall. The results indicate that representing the screw-fastened connections using three uncoupled springs gave the best numerical estimate.","PeriodicalId":143311,"journal":{"name":"Proceedings of the Fourteenth International Conference on Computational Structures Technology","volume":"41 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"1900-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"114578850","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}