Results 51 to 60 of about 180,000 (261)
Weld size and resistance in rectangular hollow section T-joints
Heliyon, 2023 When chord face failure occurs, one of the factors, which influence the resistance of the square hollow sections joint is the brace-to-chord width ratio of the joint. This includes the size of the weld connecting the two members.
Petr Jehlicka, Frantisek Wald
doaj +1 more source
Archaeological Prospection, EarlyView.ABSTRACT This study presents a strong framework for the detection and classification of Submerged Cultural Heritage Assets (SCHA) in shallow marine environments using the integration of multibeam echosounder and airborne LiDAR bathymetry with object‐based image analysis and fuzzy logic–based classification.
Łukasz Janowski +4 more
wiley +1 more source
Earthquakes and robustness [PDF]
, 2011 This guideline was prepared within the COST Action E55 "Modelling of the performance of timber structures" WG3 "Robustness of Structures". The main objective of the Action is to provide the basic framework and knowledge required for the efficient ans ...
Branco, Jorge M., Neves, Luís A. C.
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Reliability Indices for Bolted and Nailed Connections in Wood Structures
, 2001 Recently published test data for bolted and nailed connections was evaluated to assess the structural reliability inherent in current allowable stress design procedures for connections in wood structures.
Bender, Donald A, Pollock, David
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Injuries in deep time: interpreting competitive behaviours in extinct reptiles via palaeopathology
Biological Reviews, EarlyView.ABSTRACT For over a century, palaeopathology has been used as a tool for understanding evolution, disease in past communities and populations, and to interpret behaviour of extinct taxa. Physical traumas in particular have frequently been the justification for interpretations about aggressive and even competitive behaviours in extinct taxa.
Maximilian Scott +3 more
wiley +1 more source
Centrifugally manufactured hollow concrete‐filled steel tubular columns
Journal of Civil Engineering and Management, 2007 Hollow concrete‐filled steel tubular elements (H‐CFSTs) represent a type of composite steel‐concrete elements. These elements are usually produced by spinning.
Artiomas Kuranovas +1 more
doaj +1 more source
Defining appropriate limit states for design of timber connections in Australia and New Zealand [PDF]
, 2007 Both Australia and New Zealand design standards for timber structures are in limit states format, but these are first generation soft conversions of previous working stress design standards. It is anticipated that development of a new combined Australian
Crews, K
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Biological Reviews, EarlyView.ABSTRACT The ecology of forests, their losses, and terrestrial wood decomposition dynamics have been intensively studied and reviewed. In the aquatic realm, reviews have concentrated on large wood (LW) in rivers and the transition from freshwater to marine environments in the Pacific Northwest of North America. However, a comprehensive global synthesis
Jon Dickson +9 more
wiley +1 more source
Experimental investigation into fire resistance of HC‐FST columns under axial compression
Journal of Civil Engineering and Management, 2007 A certain amount of analytical methods for determining fire resistance of concrete filled steel tubular columns are developed. Mostly those methods refer to or have as an origin the data about the results of real experiments.
Žygimantas Blaževičius +1 more
doaj +1 more source
Numerical and experimental investigations of vibration-based assessment of timber beams rehabilitated by fibre-reinforced polymer [PDF]
, 2014 University of Technology, Sydney. Faculty of Engineering and Information Technology.Timber has been traditionally used all over the world as a construction material.
Xiao, R
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