Pub Date : 2021-11-01DOI: 10.1061/(ASCE)EM.1943-7889.0001963
Bowei Li, W. Chuang, S. Spence
AbstractThe ever-growing reliance on probabilistic performance-based frameworks in assessing and designing structural systems is creating a need for efficient tools for propagating uncertainty thro...
{"title":"Response Estimation of Multi-Degree-of-Freedom Nonlinear Stochastic Structural Systems through Metamodeling","authors":"Bowei Li, W. Chuang, S. Spence","doi":"10.1061/(ASCE)EM.1943-7889.0001963","DOIUrl":"https://doi.org/10.1061/(ASCE)EM.1943-7889.0001963","url":null,"abstract":"AbstractThe ever-growing reliance on probabilistic performance-based frameworks in assessing and designing structural systems is creating a need for efficient tools for propagating uncertainty thro...","PeriodicalId":299892,"journal":{"name":"Journal of Engineering Mechanics-asce","volume":"72 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2021-11-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"117303492","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}
Pub Date : 2021-11-01DOI: 10.1061/(ASCE)EM.1943-7889.0002001
S. Sirotti, Matteo Pelliciari, F. Trapani, B. Briseghella, G. Marano, C. Nuti, A. Tarantino
AbstractDuring the last years, several mechanics-based macromodels have been proposed to assess the cyclic response of infilled RC frames. However, the uncertainties behind the assumptions on damag...
{"title":"Development and Validation of New Bouc–Wen Data-Driven Hysteresis Model for Masonry Infilled RC Frames","authors":"S. Sirotti, Matteo Pelliciari, F. Trapani, B. Briseghella, G. Marano, C. Nuti, A. Tarantino","doi":"10.1061/(ASCE)EM.1943-7889.0002001","DOIUrl":"https://doi.org/10.1061/(ASCE)EM.1943-7889.0002001","url":null,"abstract":"AbstractDuring the last years, several mechanics-based macromodels have been proposed to assess the cyclic response of infilled RC frames. However, the uncertainties behind the assumptions on damag...","PeriodicalId":299892,"journal":{"name":"Journal of Engineering Mechanics-asce","volume":"19 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2021-11-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"128584627","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}
Pub Date : 2021-11-01DOI: 10.1061/(ASCE)EM.1943-7889.0001995
A. Drougkas, R. Esposito, F. Messali, V. Sarhosis
AbstractMasonry panels consisting of piers and spandrels in buildings are vulnerable to in-plane actions caused by seismicity and soil subsidence. Tectonic seismicity is a safety hazard for masonry...
{"title":"Analytical Models to Determine In-Plane Damage Initiation and Force Capacity of Masonry Walls with Openings","authors":"A. Drougkas, R. Esposito, F. Messali, V. Sarhosis","doi":"10.1061/(ASCE)EM.1943-7889.0001995","DOIUrl":"https://doi.org/10.1061/(ASCE)EM.1943-7889.0001995","url":null,"abstract":"AbstractMasonry panels consisting of piers and spandrels in buildings are vulnerable to in-plane actions caused by seismicity and soil subsidence. Tectonic seismicity is a safety hazard for masonry...","PeriodicalId":299892,"journal":{"name":"Journal of Engineering Mechanics-asce","volume":"3 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2021-11-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"114478692","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}
Pub Date : 2021-11-01DOI: 10.1061/(ASCE)EM.1943-7889.0002002
S. Vasudevan, Phanisri P. Pratapa
AbstractOrigami-based structures have gained interest in recent years due to their potential to develop lattice materials, called metamaterials, the mechanics of which are primarily driven by the u...
近年来，基于igami的结构由于具有开发晶格材料(称为超材料)的潜力而引起了人们的兴趣。
{"title":"Origami Metamaterials with Near-Constant Poisson Functions over Finite Strains","authors":"S. Vasudevan, Phanisri P. Pratapa","doi":"10.1061/(ASCE)EM.1943-7889.0002002","DOIUrl":"https://doi.org/10.1061/(ASCE)EM.1943-7889.0002002","url":null,"abstract":"AbstractOrigami-based structures have gained interest in recent years due to their potential to develop lattice materials, called metamaterials, the mechanics of which are primarily driven by the u...","PeriodicalId":299892,"journal":{"name":"Journal of Engineering Mechanics-asce","volume":"33 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2021-11-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"128209426","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}
Pub Date : 2021-11-01DOI: 10.1061/(ASCE)EM.1943-7889.0001993
S. Farmani, M. Ghaeini-Hessaroeyeh, S. Hamzehei-Javaran
AbstractA numerical model was developed for studying the performance of a rectangular tuned liquid damper (TLD) and fluid–structure interaction. A TLD is a structure which dissipates excitation ene...
{"title":"Investigating Performance of Tuned Liquid Damper Using Finite-Element Method Based on Lagrange and Hankel Functions with Nonlinear Boundary Conditions","authors":"S. Farmani, M. Ghaeini-Hessaroeyeh, S. Hamzehei-Javaran","doi":"10.1061/(ASCE)EM.1943-7889.0001993","DOIUrl":"https://doi.org/10.1061/(ASCE)EM.1943-7889.0001993","url":null,"abstract":"AbstractA numerical model was developed for studying the performance of a rectangular tuned liquid damper (TLD) and fluid–structure interaction. A TLD is a structure which dissipates excitation ene...","PeriodicalId":299892,"journal":{"name":"Journal of Engineering Mechanics-asce","volume":"147 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2021-11-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"129047920","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}
Pub Date : 2021-11-01DOI: 10.1061/(ASCE)EM.1943-7889.0001992
Li Ning, Zhou Zihao, Zhongxian Li
AbstractReal-time hybrid simulation (RTHS) is an emerging high-efficiency and low-cost structural test method. Stability analysis is a very important part of RTHS to ensure the stability of the exp...
{"title":"Stability Prediction for Real-Time Hybrid Simulation with Different Physical and Numerical Substructure Discretization Using Asynchronous Multirate Simulation","authors":"Li Ning, Zhou Zihao, Zhongxian Li","doi":"10.1061/(ASCE)EM.1943-7889.0001992","DOIUrl":"https://doi.org/10.1061/(ASCE)EM.1943-7889.0001992","url":null,"abstract":"AbstractReal-time hybrid simulation (RTHS) is an emerging high-efficiency and low-cost structural test method. Stability analysis is a very important part of RTHS to ensure the stability of the exp...","PeriodicalId":299892,"journal":{"name":"Journal of Engineering Mechanics-asce","volume":"74 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2021-11-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"117304257","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}
Pub Date : 2021-11-01DOI: 10.1061/(ASCE)EM.1943-7889.0001962
Yu Xiang, Zhiyu Shi
AbstractThis paper presents an element-by-element-based interval finite-element method (EBE-IFEM) for the uncertain interior acoustic field prediction with uncertain-but-bounded parameters. The int...
摘要提出了一种基于单元的区间有限元法，用于参数不确定但有界的不确定室内声场预测。int……
{"title":"Interval Analysis of Interior Acoustic Field with Element-By-Element-Based Interval Finite-Element Method","authors":"Yu Xiang, Zhiyu Shi","doi":"10.1061/(ASCE)EM.1943-7889.0001962","DOIUrl":"https://doi.org/10.1061/(ASCE)EM.1943-7889.0001962","url":null,"abstract":"AbstractThis paper presents an element-by-element-based interval finite-element method (EBE-IFEM) for the uncertain interior acoustic field prediction with uncertain-but-bounded parameters. The int...","PeriodicalId":299892,"journal":{"name":"Journal of Engineering Mechanics-asce","volume":"26 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2021-11-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"128334373","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}
Pub Date : 2021-11-01DOI: 10.1061/(ASCE)EM.1943-7889.0001991
Lei Shen, G. D. Luzio, Desheng Zhu, Xiupeng Yao, G. Cusatis, M. Cao, Yang Han, Yong Wang, Q. Ren
AbstractThe mechanical responses of steel fiber–reinforced concrete (SFRC) thermally damaged at high temperature needs a deeper evaluation via a mesoscopic model that explicitly treats the fibers. ...
{"title":"Mechanical Responses of Steel Fiber–Reinforced Concrete after Exposure to High Temperature: Experiments and Mesoscale Discrete Modeling","authors":"Lei Shen, G. D. Luzio, Desheng Zhu, Xiupeng Yao, G. Cusatis, M. Cao, Yang Han, Yong Wang, Q. Ren","doi":"10.1061/(ASCE)EM.1943-7889.0001991","DOIUrl":"https://doi.org/10.1061/(ASCE)EM.1943-7889.0001991","url":null,"abstract":"AbstractThe mechanical responses of steel fiber–reinforced concrete (SFRC) thermally damaged at high temperature needs a deeper evaluation via a mesoscopic model that explicitly treats the fibers. ...","PeriodicalId":299892,"journal":{"name":"Journal of Engineering Mechanics-asce","volume":"28 10 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2021-11-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"128057481","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}
Pub Date : 2021-11-01DOI: 10.1061/(ASCE)EM.1943-7889.0001985
G. Vlachakis, A. Giouvanidis, A. Mehrotra, P. Lourenço
AbstractUnreinforced masonry structures, particularly facade walls, are seismically vulnerable due to their weak connections with adjacent walls, floors, and/or roofs. During an earthquake, such wa...
{"title":"Numerical Block-Based Simulation of Rocking Structures Using a Novel Universal Viscous Damping Model","authors":"G. Vlachakis, A. Giouvanidis, A. Mehrotra, P. Lourenço","doi":"10.1061/(ASCE)EM.1943-7889.0001985","DOIUrl":"https://doi.org/10.1061/(ASCE)EM.1943-7889.0001985","url":null,"abstract":"AbstractUnreinforced masonry structures, particularly facade walls, are seismically vulnerable due to their weak connections with adjacent walls, floors, and/or roofs. During an earthquake, such wa...","PeriodicalId":299892,"journal":{"name":"Journal of Engineering Mechanics-asce","volume":"31 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2021-11-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"123872740","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}
Pub Date : 2021-10-01DOI: 10.1061/(ASCE)EM.1943-7889.0001979
Jing Xue, Kedar Kirane
AbstractPresented in this study is a numerical analysis of the size effect in the transverse compressive strength of unidirectional (UD) composites by employing the fixed crack model. The model is ...
摘要本文采用固定裂纹模型，对单向复合材料横向抗压强度的尺寸效应进行了数值分析。模型是……
{"title":"Size Effect in Transverse Compressive Strength of Composites Analyzed by the Fixed Crack Model","authors":"Jing Xue, Kedar Kirane","doi":"10.1061/(ASCE)EM.1943-7889.0001979","DOIUrl":"https://doi.org/10.1061/(ASCE)EM.1943-7889.0001979","url":null,"abstract":"AbstractPresented in this study is a numerical analysis of the size effect in the transverse compressive strength of unidirectional (UD) composites by employing the fixed crack model. The model is ...","PeriodicalId":299892,"journal":{"name":"Journal of Engineering Mechanics-asce","volume":"167 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2021-10-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"114260393","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}
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