Pub Date : 2021-03-01DOI: 10.1061/(asce)em.1943-7889.0001894
I. Edri, D. Yankelevsky, O. Rabinovitch
AbstractThe blast response of arching masonry walls is a challenging and complex structural mechanism that involves a range of physical phenomena, such as rocking, cracking, unloading and reloading...
{"title":"Nonlinear Rigid–Flexible Multibody Modeling of Arching Masonry Walls Subjected to Blast Loading","authors":"I. Edri, D. Yankelevsky, O. Rabinovitch","doi":"10.1061/(asce)em.1943-7889.0001894","DOIUrl":"https://doi.org/10.1061/(asce)em.1943-7889.0001894","url":null,"abstract":"AbstractThe blast response of arching masonry walls is a challenging and complex structural mechanism that involves a range of physical phenomena, such as rocking, cracking, unloading and reloading...","PeriodicalId":299892,"journal":{"name":"Journal of Engineering Mechanics-asce","volume":"17 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2021-03-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"128631413","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 : 2021-03-01DOI: 10.1061/(asce)em.1943-7889.0001896
Q. Wu, Z. X. Yang
AbstractMultidirectional shearing of granular soils involves shearing more than one shear stress component, and thus may result in more-complex soil responses than unidirectional shearing. This stu...
摘要颗粒土的多向剪切涉及到剪切多个剪应力分量，因此可能导致比单向剪切更为复杂的土体响应。这斯图…
{"title":"Novel Undrained Servomechanism in Discrete-Element Modeling and Its Application in Multidirectional Cyclic Shearing Simulations","authors":"Q. Wu, Z. X. Yang","doi":"10.1061/(asce)em.1943-7889.0001896","DOIUrl":"https://doi.org/10.1061/(asce)em.1943-7889.0001896","url":null,"abstract":"AbstractMultidirectional shearing of granular soils involves shearing more than one shear stress component, and thus may result in more-complex soil responses than unidirectional shearing. This stu...","PeriodicalId":299892,"journal":{"name":"Journal of Engineering Mechanics-asce","volume":"30 17 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2021-03-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"129982746","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 : 2021-03-01DOI: 10.1061/(asce)em.1943-7889.0001897
Haifeng Wang, Teng Wu
AbstractThe frequency content and spatial correlation of nonstationary wind fields during extreme events typically present time-variant characteristics. Several effective schemes [e.g., using evolu...
{"title":"Fast Hilbert–Wavelet Simulation of Nonstationary Wind Field Using Noniterative Simultaneous Matrix Diagonalization","authors":"Haifeng Wang, Teng Wu","doi":"10.1061/(asce)em.1943-7889.0001897","DOIUrl":"https://doi.org/10.1061/(asce)em.1943-7889.0001897","url":null,"abstract":"AbstractThe frequency content and spatial correlation of nonstationary wind fields during extreme events typically present time-variant characteristics. Several effective schemes [e.g., using evolu...","PeriodicalId":299892,"journal":{"name":"Journal of Engineering Mechanics-asce","volume":"38 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2021-03-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"123823880","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 : 2021-03-01DOI: 10.1061/(ASCE)EM.1943-7889.0001908
I. Sarkar
AbstractThis article discusses the stability analysis of thermal signals of a thermodynamic consistent model including temperature-rate dependence thermoelasticity theory (Green-Lindsay) with a mem...
{"title":"Temperature-Rate Dependence Thermoelasticity Theory with Memory-Dependent Derivative: Stability and Uniqueness","authors":"I. Sarkar","doi":"10.1061/(ASCE)EM.1943-7889.0001908","DOIUrl":"https://doi.org/10.1061/(ASCE)EM.1943-7889.0001908","url":null,"abstract":"AbstractThis article discusses the stability analysis of thermal signals of a thermodynamic consistent model including temperature-rate dependence thermoelasticity theory (Green-Lindsay) with a mem...","PeriodicalId":299892,"journal":{"name":"Journal of Engineering Mechanics-asce","volume":"1 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2021-03-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"126989136","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 : 2021-03-01DOI: 10.1061/(asce)em.1943-7889.0001895
N. Kishi, K. Sonoda, M. Komuro, Tomoki Kawarai
AbstractThe Daikai Station subway structure in Japan completely collapsed during the Hyogoken-Nanbu earthquake that occurred on January 17, 1995. Based on the numerical results obtained by two-dime...
{"title":"Numerical Simulation of the Daikai Station Subway Structure Collapse due to Sudden Uplift during Earthquake","authors":"N. Kishi, K. Sonoda, M. Komuro, Tomoki Kawarai","doi":"10.1061/(asce)em.1943-7889.0001895","DOIUrl":"https://doi.org/10.1061/(asce)em.1943-7889.0001895","url":null,"abstract":"AbstractThe Daikai Station subway structure in Japan completely collapsed during the Hyogoken-Nanbu earthquake that occurred on January 17, 1995. Based on the numerical results obtained by two-dime...","PeriodicalId":299892,"journal":{"name":"Journal of Engineering Mechanics-asce","volume":"17 6 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2021-03-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"129291964","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 : 2021-03-01DOI: 10.1061/(ASCE)EM.1943-7889.0001911
Hang Zhou, Han-long Liu, Wang Zengliang, Tong Longyong
AbstractThis paper incorporated two important characteristics of clay, namely its rate-dependent and strain-softening behavior, into a theoretical framework based on cavity expansion. The modified ...
摘要本文将黏土的速率依赖性和应变软化性这两个重要特性纳入到基于空腔膨胀的理论框架中。修改后的…
{"title":"Analytical Solution for Cavity Expansion in Rate-Dependent and Strain-Softening Clay and Its Application for CPT Tests","authors":"Hang Zhou, Han-long Liu, Wang Zengliang, Tong Longyong","doi":"10.1061/(ASCE)EM.1943-7889.0001911","DOIUrl":"https://doi.org/10.1061/(ASCE)EM.1943-7889.0001911","url":null,"abstract":"AbstractThis paper incorporated two important characteristics of clay, namely its rate-dependent and strain-softening behavior, into a theoretical framework based on cavity expansion. The modified ...","PeriodicalId":299892,"journal":{"name":"Journal of Engineering Mechanics-asce","volume":"40 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2021-03-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"116674350","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 : 2021-03-01DOI: 10.1061/(ASCE)EM.1943-7889.0001916
Xue Mingsheng, T. Yi, Qu Chunxu, Hongnan Li
AbstractFlexibility is an important index in the assessment of bridge load-carrying capacity. Impact testing is an efficient and effective method to obtain the flexibility of small- and medium-span...
摘要柔度是评价桥梁承载能力的一个重要指标。冲击试验是获得中小跨度结构柔性的一种高效、有效的方法。
{"title":"Structural Modal Flexibility Identification Through a Novel Mode Selection Method","authors":"Xue Mingsheng, T. Yi, Qu Chunxu, Hongnan Li","doi":"10.1061/(ASCE)EM.1943-7889.0001916","DOIUrl":"https://doi.org/10.1061/(ASCE)EM.1943-7889.0001916","url":null,"abstract":"AbstractFlexibility is an important index in the assessment of bridge load-carrying capacity. Impact testing is an efficient and effective method to obtain the flexibility of small- and medium-span...","PeriodicalId":299892,"journal":{"name":"Journal of Engineering Mechanics-asce","volume":"147 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2021-03-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"129294995","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 : 2021-02-01DOI: 10.1061/(asce)em.1943-7889.0001885
Cheng Chen, Chang Peng, H. Hou, J. Liang
AbstractMagnetorheological (MR) dampers provide a viable alternative for vibration control of structures subjected to external excitations. Realistic modeling of MR dampers is critical for control ...
{"title":"Comparison of Magnetorheological Damper Models through Parametric Uncertainty Analysis Using Generalized Likelihood Uncertainty Estimation","authors":"Cheng Chen, Chang Peng, H. Hou, J. Liang","doi":"10.1061/(asce)em.1943-7889.0001885","DOIUrl":"https://doi.org/10.1061/(asce)em.1943-7889.0001885","url":null,"abstract":"AbstractMagnetorheological (MR) dampers provide a viable alternative for vibration control of structures subjected to external excitations. Realistic modeling of MR dampers is critical for control ...","PeriodicalId":299892,"journal":{"name":"Journal of Engineering Mechanics-asce","volume":"1 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2021-02-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"128997515","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 : 2021-02-01DOI: 10.1061/(asce)em.1943-7889.0001889
Jonathon Fagert, Mostafa Mirshekari, Shijia Pan, L. Lowes, M. Iammarino, Pei Zhang, H. Noh
AbstractThis paper presents a structure- and sampling-adaptive approach for analyzing human footstep-induced structural floor vibrations to estimate footstep ground reaction forces (GRFs) and gait ...
{"title":"Structure- and Sampling-Adaptive Gait Balance Symmetry Estimation Using Footstep-Induced Structural Floor Vibrations","authors":"Jonathon Fagert, Mostafa Mirshekari, Shijia Pan, L. Lowes, M. Iammarino, Pei Zhang, H. Noh","doi":"10.1061/(asce)em.1943-7889.0001889","DOIUrl":"https://doi.org/10.1061/(asce)em.1943-7889.0001889","url":null,"abstract":"AbstractThis paper presents a structure- and sampling-adaptive approach for analyzing human footstep-induced structural floor vibrations to estimate footstep ground reaction forces (GRFs) and gait ...","PeriodicalId":299892,"journal":{"name":"Journal of Engineering Mechanics-asce","volume":"94 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2021-02-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"122549790","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 : 2021-02-01DOI: 10.1061/(asce)em.1943-7889.0001892
Sakineh Fazli Ghiyasabadi, E. Nikooee, G. Habibagahi
{"title":"Discussion of “Unified Effective Stress Equation for Soil” by Chao Zhang and Ning Lu","authors":"Sakineh Fazli Ghiyasabadi, E. Nikooee, G. Habibagahi","doi":"10.1061/(asce)em.1943-7889.0001892","DOIUrl":"https://doi.org/10.1061/(asce)em.1943-7889.0001892","url":null,"abstract":"","PeriodicalId":299892,"journal":{"name":"Journal of Engineering Mechanics-asce","volume":"221 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2021-02-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"123289502","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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