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For further information including guidance on fair dealing for criticism and review, please visit our Frequently Asked Questions on the SAGE Journal Author Gateway. For guidance on conflict of interest statements, please see the ICMJE recommendations here. Login failed. These details should be presented separately to the main text of the article to facilitate anonymous peer review. These invited papers will receive fast reviews (normally within 4 weeks) to speed up the publication process. Submitted articles may be checked with duplication-checking software. the site you are agreeing to our use of cookies. 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). The emphasis here is on technological innovation rather than in-depth studies of mechanics and the development of design methods that should follow. Preferred formats for the text and tables of your manuscript are Word DOC, RTF, XLS. Find out about Lean Library here, If you have access to journal via a society or associations, read the instructions below. IMPORTANT: Please check whether you already have an account in the system before trying to create a new one. subscriptions@sagepub.co.uk +44 (0) 20 7324 8701. Only manuscripts of sufficient quality that meet the aims and scope of Advances in Structural Engineering will be reviewed. Invited Review Papers, being a sub-category of full-length papers, are subjected to the same length and format requirements as Research Papers. Word and (La)Tex templates are available on the Manuscript Submission Guidelines page of our Author Gateway. Invited Review Papers (Freely Accessible), New Technology Technical Notes (Freely Accessible). This book contains selected papers in the area of structural engineering from the proceedings of the conference, Futuristic Approaches in Civil Engineering (FACE) 2019. Those submitting papers should carefully check that all those whose work contributed to the paper are acknowledged as contributing authors. Manuscripts should not normally exceed 10,000 word-equivalents, which is estimated as number of words counted by the Word processor + 300 x number of figures + 300 x number of tables. 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. For information on funding body compliance, and depositing your article in repositories, please visit SAGE Publishing Policies on our Journal Author Gateway. For guidance on the preparation of illustrations, pictures and graphs in electronic format, please visit SAGE’s Manuscript Submission Guidelines. Please ensure that a ‘Declaration of Conflicting Interests’ statement is included at the end of your manuscript, after any acknowledgements and prior to the references. 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. 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.

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