Failure assessment of lightly reinforced floor slabs. I: Experimental investigation [PDF]
, 2011 This paper is concerned with the ultimate behavior of lightly reinforced concrete floor slabs under extreme loading conditions. Particular emphasis is given to examining the failure conditions of idealized composite slabs which become lightly reinforced ...
Cashell, KA +2 more
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Damage Identification Method of Tied‐Arch Bridges Based on the Equivalent Thrust‐Influenced Line
Structural Control and Health Monitoring, Volume 2024, Issue 1, 2024.Early tied‐arch bridges cannot satisfy the current traffic load demand due to their load grades and maintenance levels. Also, these tied‐arch bridges have accumulated structural damage with increasingly prominent safety risks. In order to accurately evaluate the characteristics of tied‐arch bridges’ structural‐influenced lines and identify damage of ...
Yu Zhou +5 more
wiley +1 more source
A geometrical non-linear model for cable systems analysis [PDF]
, 2005 Cable structures are commonly studied with simplified analytical equations. The evaluation of the accuracy of these equations, in terms of equilibrium geometry configuration and stress distribution was performed for standard cables examples.
Cardoso, R. J. S., Varum, H.
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3D Laser Scanning‐Based Tension Assessment for Bridge Cables Considering Point Cloud Density
Structural Control and Health Monitoring, Volume 2024, Issue 1, 2024.To address the limitations in accuracy, reliability, and efficiency of traditional cable tension measurement methods, this paper proposes a cable tension assessment method based on 3D laser scanning technology that considers point cloud density. This study first employed a point cloud plane projection algorithm to reduce a 3D point cloud model to a 2D ...
Chengyin Liu +5 more
wiley +1 more source
Disproportionate collapse analysis of mid-rise cross-laminated timber buildings [PDF]
, 2018 This paper investigates the structural behaviour of a twelve-storey Cross-Laminated Timber (CLT) building subjected to sudden removal of internal and external ground floor loadbearing walls, and computes the probability of disproportionate collapse ...
Currie, NGR, Mpidi Bita, H, Tannert, T
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Analysis of webs of partial-tension-field beams subjected to lateral pressure loadings [PDF]
Webs of partial-tension-field beams subjected to lateral pressure ...
Furuike, T. +3 more
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Seismic and Robustness Design of Steel Frame Buildings [PDF]
, 2018 In this paper, a design procedure that combines both progressive collapse design under column removal scenario and capacity design to produce a hierarchy of design strengths is presented.
Donciglio, Marianna +4 more
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Hybrid masonry shell technology in the work of Idelfonso Sánchez del Río [PDF]
, 2008 Idelfonso Sánchez del Río is a less known pioneer of reinforced concrete shells in Spain who through his career designed and patented ribbed construction systems for large spanning slabs and vaults and in particular shell enclosures using a hybrid system
Gonzalez-Longo, Cristina +1 more
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Comparison of bond stresses of deformed steel bars embedded in two different concrete mixes [PDF]
, 2015 Catenary action in a precast concrete building structural system is one of the ways to avoid progressive collapse. The key for catenary action to work successfully depends on the strength performance of longitudinal ties, which closely depends on the ...
Abd. Rahman, Ahmad Baharuddin +4 more
core
Numerical Investigation on Progressive Collapse Mitigation of Steel Beam-Column Joint Using Steel Plates. [PDF]
Materials (Basel), 2022 Alrubaidi M, Alhammadi SA.
europepmc +1 more source