发布求助
文献互助 智能选刊 最新文献

Proceedings of the Institution of Civil Engineers-Engineering and Computational Mechanics最新文献

筛选
英文 中文
Eulerian solver sensitivity for computing long-duration blast drag loading on columns 计算柱上长时间爆破荷载的欧拉求解灵敏度
IF 1.1
Proceedings of the Institution of Civil Engineers-Engineering and Computational Mechanics Pub Date : 2021-09-30 DOI: 10.1680/jencm.21.00008
Laura Cannon, J. Denny, S. Clubley
{"title":"Eulerian solver sensitivity for computing long-duration blast drag loading on columns","authors":"Laura Cannon, J. Denny, S. Clubley","doi":"10.1680/jencm.21.00008","DOIUrl":"https://doi.org/10.1680/jencm.21.00008","url":null,"abstract":"‘Long-duration’ blast waves can exert damaging drag loads on finite structural columns that are complex to characterise. In the absence of suitable drag coefficients, computational fluid dynamics c...","PeriodicalId":54061,"journal":{"name":"Proceedings of the Institution of Civil Engineers-Engineering and Computational Mechanics","volume":null,"pages":null},"PeriodicalIF":1.1,"publicationDate":"2021-09-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"76865478","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}
引用次数: 1
The Plastic Damage Distribution of Beam-column Joint Consisting of H-shaped Steel h型钢梁柱节点的塑性损伤分布
IF 1.1
Proceedings of the Institution of Civil Engineers-Engineering and Computational Mechanics Pub Date : 2021-09-17 DOI: 10.1680/jencm.19.00031
Qi Li, Zuhong Tang, C. Wang, Hua Jiang, E. Bao
{"title":"The Plastic Damage Distribution of Beam-column Joint Consisting of H-shaped Steel","authors":"Qi Li, Zuhong Tang, C. Wang, Hua Jiang, E. Bao","doi":"10.1680/jencm.19.00031","DOIUrl":"https://doi.org/10.1680/jencm.19.00031","url":null,"abstract":"In order to investigate the influence of panel zone section size on the plastic damage distribution of H-shaped beam-column joints, a cruciform beam-column joint composed of common beams, columns a...","PeriodicalId":54061,"journal":{"name":"Proceedings of the Institution of Civil Engineers-Engineering and Computational Mechanics","volume":null,"pages":null},"PeriodicalIF":1.1,"publicationDate":"2021-09-17","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"87408176","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}
引用次数: 0
Editorial: Mechanics of masonry gravity structures 编辑:砌体重力结构力学
IF 1.1
Proceedings of the Institution of Civil Engineers-Engineering and Computational Mechanics Pub Date : 2021-06-01 DOI: 10.1680/jencm.2021.174.2.64
M. Gilbert, C. Casapulla
{"title":"Editorial: Mechanics of masonry gravity structures","authors":"M. Gilbert, C. Casapulla","doi":"10.1680/jencm.2021.174.2.64","DOIUrl":"https://doi.org/10.1680/jencm.2021.174.2.64","url":null,"abstract":"Masonry gravity structures forming buildings, bridges and other constructions have been built for many centuries, but continue to pose challenges for engineers. Specifically, there is a need to more reliably understand and assess the safety of existing masonry buildings and bridges, and also to conceive more elegant and resource efficient structural solutions for use in new construction, using traditional and emerging new masonry materials. In the case of masonry arch forms, though ubiquitous in buildings and bridges, their mode of interaction with surrounding elements remains poorly understood, and more realistic modelling tools are required to address this.","PeriodicalId":54061,"journal":{"name":"Proceedings of the Institution of Civil Engineers-Engineering and Computational Mechanics","volume":null,"pages":null},"PeriodicalIF":1.1,"publicationDate":"2021-06-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"84518219","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}
引用次数: 0
NURBS upper bound prey-predator scheme for collapse analysis of masonry vaults 圬工拱顶倒塌分析的NURBS上界捕食-捕食法
IF 1.1
Proceedings of the Institution of Civil Engineers-Engineering and Computational Mechanics Pub Date : 2021-06-01 DOI: 10.1680/jencm.20.00007
N. Grillanda, A. Chiozzi, G. Milani, A. Tralli
{"title":"NURBS upper bound prey-predator scheme for collapse analysis of masonry vaults","authors":"N. Grillanda, A. Chiozzi, G. Milani, A. Tralli","doi":"10.1680/jencm.20.00007","DOIUrl":"https://doi.org/10.1680/jencm.20.00007","url":null,"abstract":"","PeriodicalId":54061,"journal":{"name":"Proceedings of the Institution of Civil Engineers-Engineering and Computational Mechanics","volume":null,"pages":null},"PeriodicalIF":1.1,"publicationDate":"2021-06-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"79629176","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}
引用次数: 2
Focused wave interactions with floating structures: a blind comparative study 聚焦波与漂浮结构的相互作用:一项盲比较研究
IF 1.1
Proceedings of the Institution of Civil Engineers-Engineering and Computational Mechanics Pub Date : 2020-10-08 DOI: 10.1680/JENCM.20.00006
E. Ransley, S. Brown, M. Hann, D. Greaves, C. Windt, J. Ringwood, J. Davidson, P. Schmitt, S. Yan, Junxian Wang, Jinghua Wang, Q. Ma, Zhihua Xie, G. Giorgi, Jack Hughes, A. Williams, I. Masters, Zaibin Lin, Hao Chen, L. Qian, Zhihua Ma, Qiang Chen, Haoyu Ding, J. Zang, J. V. Rij, Yi-Hsiang Yu, Zhaobin Li, B. Bouscasse, G. Ducrozet, H. Bingham
{"title":"Focused wave interactions with floating structures: a blind comparative study","authors":"E. Ransley, S. Brown, M. Hann, D. Greaves, C. Windt, J. Ringwood, J. Davidson, P. Schmitt, S. Yan, Junxian Wang, Jinghua Wang, Q. Ma, Zhihua Xie, G. Giorgi, Jack Hughes, A. Williams, I. Masters, Zaibin Lin, Hao Chen, L. Qian, Zhihua Ma, Qiang Chen, Haoyu Ding, J. Zang, J. V. Rij, Yi-Hsiang Yu, Zhaobin Li, B. Bouscasse, G. Ducrozet, H. Bingham","doi":"10.1680/JENCM.20.00006","DOIUrl":"https://doi.org/10.1680/JENCM.20.00006","url":null,"abstract":"The paper presents results from the Collaborative Computational Project in Wave Structure Interaction (CCP-WSI) Blind Test Series 2. Without prior access to the physical data, participants, with numerical methods ranging from low-fidelity linear models to fully nonlinear Navier-Stokes (NS) solvers, simulate the interaction between focused wave events and two separate, taut-moored, floating structures: a hemispherical-bottomed cylinder and a cylinder with a moonpool. The ‘blind’ numerical predictions for heave, surge, pitch and mooring load, are compared against physical measurements. Dynamic time warping is used to quantify the predictive capability of participating methods. In general, NS solvers and hybrid methods give more accurate predictions; however, heave amplitude is predicted reasonably well by all methods; and a WEC-Sim implementation, with CFD-informed viscous terms, demonstrates comparable predictive capability to even the stronger NS solvers. Large variations in the solutions are observed (even among similar methods), highlighting a need for standardisation in the numerical modelling of WSI problems.","PeriodicalId":54061,"journal":{"name":"Proceedings of the Institution of Civil Engineers-Engineering and Computational Mechanics","volume":null,"pages":null},"PeriodicalIF":1.1,"publicationDate":"2020-10-08","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"72884838","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}
引用次数: 28
Wave–structure interaction of wave energy converters: a sensitivity analysis 波能转换器的波-结构相互作用:灵敏度分析
IF 1.1
Proceedings of the Institution of Civil Engineers-Engineering and Computational Mechanics Pub Date : 2020-09-01 DOI: 10.1680/jencm.19.00033
C. Windt, J. Davidson, P. Schmitt, J. Ringwood
{"title":"Wave–structure interaction of wave energy converters: a sensitivity analysis","authors":"C. Windt, J. Davidson, P. Schmitt, J. Ringwood","doi":"10.1680/jencm.19.00033","DOIUrl":"https://doi.org/10.1680/jencm.19.00033","url":null,"abstract":"Measurement uncertainties are inevitable during physical wave tank tests. Therefore, when validating a numerical wave tank against experiments, knowledge of the uncertainties in the physical experi...","PeriodicalId":54061,"journal":{"name":"Proceedings of the Institution of Civil Engineers-Engineering and Computational Mechanics","volume":null,"pages":null},"PeriodicalIF":1.1,"publicationDate":"2020-09-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"83538040","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}
引用次数: 9
Blind test comparison of wave–structure interactions: a non-linear Froude–Krylov modelling approach 波-结构相互作用的盲试验比较:非线性Froude-Krylov建模方法
IF 1.1
Proceedings of the Institution of Civil Engineers-Engineering and Computational Mechanics Pub Date : 2020-09-01 DOI: 10.1680/jencm.19.00029
G. Giorgi
{"title":"Blind test comparison of wave–structure interactions: a non-linear Froude–Krylov modelling approach","authors":"G. Giorgi","doi":"10.1680/jencm.19.00029","DOIUrl":"https://doi.org/10.1680/jencm.19.00029","url":null,"abstract":"One of the essential stepping stones for reaching economic viability and industrial feasibility of the wave energy conversion sector is the effectiveness of the device design, which is dependent, a...","PeriodicalId":54061,"journal":{"name":"Proceedings of the Institution of Civil Engineers-Engineering and Computational Mechanics","volume":null,"pages":null},"PeriodicalIF":1.1,"publicationDate":"2020-09-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"89571383","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}
引用次数: 2
Probabilistic structural fire engineering using incremental fire analysis and cloud analysis 使用增量火灾分析和云分析的概率结构火灾工程
IF 1.1
Proceedings of the Institution of Civil Engineers-Engineering and Computational Mechanics Pub Date : 2020-06-01 DOI: 10.1680/JENCM.18.00001
Mayank Shrivastava, A. Abu, R. Dhakal, P. Moss, T. Yeow
{"title":"Probabilistic structural fire engineering using incremental fire analysis and cloud analysis","authors":"Mayank Shrivastava, A. Abu, R. Dhakal, P. Moss, T. Yeow","doi":"10.1680/JENCM.18.00001","DOIUrl":"https://doi.org/10.1680/JENCM.18.00001","url":null,"abstract":"Probabilistic structural fire engineering is an approach to designing structures for fire conditions, which allows the estimation of an annual rate of exceeding various levels of building response....","PeriodicalId":54061,"journal":{"name":"Proceedings of the Institution of Civil Engineers-Engineering and Computational Mechanics","volume":null,"pages":null},"PeriodicalIF":1.1,"publicationDate":"2020-06-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"88756451","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}
引用次数: 0
On the coupled, flexural−flexural−torsional vibrations of an asymmetric concrete beam 非对称混凝土梁的耦合、弯曲-弯曲-扭转振动
IF 1.1
Proceedings of the Institution of Civil Engineers-Engineering and Computational Mechanics Pub Date : 2020-06-01 DOI: 10.1680/jencm.18.00035
John N. Karadelis
{"title":"On the coupled, flexural−flexural−torsional vibrations of an asymmetric concrete beam","authors":"John N. Karadelis","doi":"10.1680/jencm.18.00035","DOIUrl":"https://doi.org/10.1680/jencm.18.00035","url":null,"abstract":"This paper presents the analytical solution of an L-shaped cross-section asymmetric beam (concrete terrace unit) undergoing ‘triple coupling’, that is, flexural vibration in two mutually perpendicu...","PeriodicalId":54061,"journal":{"name":"Proceedings of the Institution of Civil Engineers-Engineering and Computational Mechanics","volume":null,"pages":null},"PeriodicalIF":1.1,"publicationDate":"2020-06-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"89042801","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}
引用次数: 0
Effects of strain rate and strain hardening on a cantilever under impact 应变速率和应变硬化对悬臂梁冲击的影响
IF 1.1
Proceedings of the Institution of Civil Engineers-Engineering and Computational Mechanics Pub Date : 2020-06-01 DOI: 10.1680/JENCM.19.00003
Ankur A. Kulkarni
{"title":"Effects of strain rate and strain hardening on a cantilever under impact","authors":"Ankur A. Kulkarni","doi":"10.1680/JENCM.19.00003","DOIUrl":"https://doi.org/10.1680/JENCM.19.00003","url":null,"abstract":"An investigation is carried out to assess the response of elastic–plastic and ductile circular section cantilevers subjected to blast wave loading. A mathematical equation is formulated for the eff...","PeriodicalId":54061,"journal":{"name":"Proceedings of the Institution of Civil Engineers-Engineering and Computational Mechanics","volume":null,"pages":null},"PeriodicalIF":1.1,"publicationDate":"2020-06-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"84167312","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}
引用次数: 0
首页 上一页 下一页 尾页
0
×
引用
GB/T 7714-2015
复制
MLA
复制
APA
复制
导出至
BibTeX EndNote RefMan NoteFirst NoteExpress
×
提示
您的信息不完整，为了账户安全，请先补充。
现在去补充
×
提示
您因"违规操作"
具体请查看互助需知
我知道了
×
提示
现在去查看 取消
×
提示
确定
请完成安全验证×
相关产品
×
本文献相关产品
联系我们：info@booksci.cn Book学术提供免费学术资源搜索服务，方便国内外学者检索中英文文献。致力于提供最便捷和优质的服务体验。 Copyright © 2023 布克学术 All rights reserved.
京ICP备2023020795号-1
ghs 京公网安备 11010802042870号
Book学术文献互助
Book学术文献互助群
群 号：481959085
Book学术官方微信