Login failed. Your ORCID iD is published with your article so that fellow researchers reading your work can link to your ORCID profile and from there link to your other publications. For further guidance on submitting your manuscript online please visit ScholarOne Online Help. Where relevant, Advances in Structural Engineering encourages authors to share their research data in a suitable public repository subject to ethical considerations and where data is included, to add a data accessibility statement in their manuscript file. Email: ase.journal@polyu.edu.hk, Institutional Backfile Purchase, E-access (Content through 1998), Institutional Subscription, Combined (Print & E-access), Institutional Subscription & Backfile Lease, E-access Plus Backfile (All Online Content), Institutional Subscription & Backfile Lease, Combined Plus Backfile (Current Volume Print & All Online Content). The main body of the paper is to be preceded by an abstract of about 150 words, as well as a list of 4 to 8 keywords. Short papers reporting New Technologies (NT) for the first time are a sub-category of Technical Notes and are thus subjected to the same length and format requirements of normal Technical Notes (up to 3000 word-equivalents). For more information please refer to our guidelines on submitting supplementary files, which can be found within our Manuscript Submission Guidelines page. If you have not reset your password since 2017, please use the 'forgot password' link below to reset your password and access your SAGE online account. To purchase a non-standard subscription or a back issue, please contact SAGE Customer Services for availability. New Technology Technical Notes are expected to report truly new structural engineering technologies with their feasibility and potential demonstrated to a reasonable level of certainty through pilot research. The Editorial Team conducts a preliminary assessment of each paper submitted to Advances in Structural Engineering before it is sent out to reviewers. Editors: Subramaniam, K. V. L., Khan, Mohd Ataullah (Eds.) You can be signed in via any or all of the methods shown below at the same time. The current focus areas of the journal, which are periodically reviewed by the editors, are as follows: (a) Structural use of composite and other emerging materials;(b) Behavior of structural systems;(c) Structures under extreme conditions (e.g. Sign in here to access free tools such as favourites and alerts, or to access personal subscriptions, If you have access to journal content via a university, library or employer, sign in here, Research off-campus without worrying about access issues. Notwithstanding these focus areas, papers of significant impact or lasting value in other areas of structural engineering are also welcome. Advances in Structural Engineering offers optional open access publishing via the SAGE Choice programme. Hybrid fibre-reinforced polymer–timber thin-walled structural members. Your SAGE Production Editor will keep you informed as to your article’s progress throughout the production process. Although there have been major advances in structural engineering over the past few decades, that does not mean that the industry has become any less challenging. In fact, advances in structural engineering … Invited Review Papers, being a sub-category of full-length papers, are subjected to the same length and format requirements as Research Papers. The list of authors should include all those who can legitimately claim authorship. Advances in Structural Engineering is a useful reference material for structural engineering fraternity including undergraduate and postgraduate students, academicians, researchers and practicing engineers… All contributors who do not meet the criteria for authorship should be listed in an Acknowledgements section. Papers should only be submitted for consideration once consent is given by all contributing authors. Please note that manuscripts not conforming to these guidelines may be returned. This book contains selected papers in the area of structural engineering from the proceedings of the conference, Futuristic Approaches in Civil Engineering (FACE) 2019. Articles with the highest Altmetric score from the last 3 months, indicating influence and impact. Reliability and uncertainty quantification of the net section tension capacity of cold-formed s... Flexural capacity and bending stiffness of welded hollow spherical joints with H-beams. Figures supplied in colour will appear in colour online regardless of whether or not these illustrations are reproduced in colour in the printed version. Some society journals require you to create a personal profile, then activate your society account. For guidance on the preparation of illustrations, pictures and graphs in electronic format, please visit SAGE’s Manuscript Submission Guidelines. If you do not already have an ORCID iD please follow this link to create one or visit our ORCID homepage to learn more. Drafted the article or revised it critically for important intellectual content. These details should be presented separately to the main text of the article to facilitate anonymous peer review. 2.3.1 Third party submissions Some of these articles will be made freely accessible to non-subscribers, at the Editor’s discretion, so as to reach a wide range of interested readers. Most cited articles published in this journal in the last 3 years. The new technologies can be new structural forms, structural materials, monitoring and control technologies, etc. Book Reviews. It is not necessary to disclose use of language polishing services. After trim spaces title : Reliability and uncertainty quantification of the net section tension capacity of cold-formed steel angles with bolted connections considering shear lag, After trim spaces title : Flexural capacity and bending stiffness of welded hollow spherical joints with H-beams, After trim spaces title : Seismic analysis of the rail-counterweight system in elevators considering the stiffness of rail brackets, After trim spaces title : Flexural behavior of corroded reinforced concrete beam strengthened with jute fiber reinforced polymer, After trim spaces title : Comparative study on the flexural strengthening of RC beams using EB CFRP sheets, NSM CFRP bars, P-SWRs, and their combinations, After trim spaces title : Numerical assessment of effective width in steel-concrete composite box girder bridges, After trim spaces title : Effect of fiber content on mechanical performance and cracking characteristics of ultra-high-performance seawater sea-sand concrete (UHP-SSC), After trim spaces title : Considering frictional slippage at saddle-cable interface in seismic behavior of a suspension bridge, After trim spaces title : Condition evaluation for through and half-through arch bridges considering robustness of suspended deck systems, After trim spaces title : The effect of the ratio of Λ-shaped shear connectors on the flexural behavior of a reinforced concrete frame, After trim spaces title : State-of-the-art review on Bayesian inference in structural system identification and damage assessment, After trim spaces title : A simplified method for calculating load distribution and rail deflections in track, incorporating the influence of sleeper stiffness, After trim spaces title : Effects of temperature and temperature gradient on concrete performance at elevated temperatures, After trim spaces title : An effective model for analysis of reinforced concrete members and structures under blast loading, After trim spaces title : Empirical model of corrosion rate for steel reinforced concrete structures in chloride-laden environments, After trim spaces title : Hybrid fibre-reinforced polymer–timber thin-walled structural members, After trim spaces title : Shear behavior degradation and failure pattern of reinforced concrete beam with chloride-induced stirrup corrosion, After trim spaces title : Aerodynamic coefficients and pressure distribution on two circular cylinders with free end immersed in experimentally produced downburst-like outflows, After trim spaces title : A hybrid solution for studying vibrations of coupled train–track–bridge system, After trim spaces title : Development and mechanical behaviour of ultra-high-performance seawater sea-sand concrete, After trim spaces title : A two-stage assessment method using damage locating vector method and differential evolution algorithm for damage identification of cross-ply laminated composite beams, After trim spaces title : Web crippling strength of cold-formed stainless-steel lipped channels with web perforations under end-two-flange loading, After trim spaces title : Behaviour of partly stiffened cold-formed steel built-up beams: Experimental investigation and numerical validation, After trim spaces title : Influence of synthetic fibers on the shear behavior of lightweight concrete beams, After trim spaces title : Vehicle–bridge coupling dynamic response of sea-crossing railway bridge under correlated wind and wave conditions, After trim spaces title : Comparison of wind characteristics at different heights of deep-cut canyon based on field measurement.