Results 161 to 170 of about 3,544,164 (276)
Non-bracket oblique traction-hoisting construction strategy for cable-truss structures. [PDF]
Ding M, Han S, Wei Y, Ruan Y, Luo B.
europepmc +1 more source
ABSTRACT Developing spatial and physical intuition for structural behaviour is a central challenge in undergraduate engineering education, and virtual reality (VR) offers a compelling medium for addressing it through immersive, interactive exploration. However, most published research focuses on the design of VR platforms, with limited attention to how
Luca Patrignani +2 more
wiley +1 more source
Application of symbolic time series analysis for damage localisation in truss structures
Reliability of truss bridges can be significantly affected by local damages as damage changes the load path in the structure. As damage increases, the load-carrying capacity of the structure considerably reduces which might result in catastrophic failure.
Alamdari, M Makki +5 more
core
Abstract Rectangular Hollow Section (RHS) truss structure with the demountable non‐weld solutions is interesting for the reuse purpose, while it is challenging since the inner surface of RHS section is inaccessible. This paper presents a series of experimental investigations on the demountable RHS truss joints using self‐drilling screws.
Abdullah Al‐Maisari +4 more
wiley +1 more source
World's First Hybrid WAAM Steel 3D Truss – An Imperial‐MX3D Demonstrator
Abstract Traditional steel construction is limited in its ability to deliver optimised structural forms and remains labour‐intensive in the fabrication of intricate components. Wire arc additive manufacturing (WAAM) offers high geometric freedom and construction automation; however, fully additively manufactured steel structures remain constrained by ...
Tong Hu +5 more
wiley +1 more source
Explicit FE Modelling of Cold‐formed Steel K‐Joints using Dimpled Screwed Connections
Abstract Cold‐formed steel (CFS) thin‐walled structures, such as floor joists, are becoming popular in mid‐rise buildings. These joists are typically fabricated as truss systems, with unlipped channels forming the top and bottom chords and lipped stiffened channels used as diagonal web members.
Ruilin Zhang +5 more
wiley +1 more source
Analysis of high‐rise buildings equipped with innovative section‐eccentric outrigger belt trusses
ABSTRACT In high rise building design, strengthened storeys with outrigger trusses are commonly used to transfer the horizontal loads from the core of the structure to the peripheral columns. However, outrigger trusses configured with conventional steel braces (CSB) suffer from certain drawbacks correlated with the increase in stiffness of the ...
Petros‐Diamantis Panos +3 more
wiley +1 more source
Structural Behaviour of Lattice Cells Under Compressive Loading Enabled by WAAM
Abstract Wire Arc Additive Manufacturing (WAAM), a rapidly evolving metal 3D printing (Additive manufacturing) technology, offers opportunities for realizing large‐scale structural elements with complex geometries. The current study introduces a novel class of lattice steel elements developed by integrating WAAM process constraints with structural ...
Mahan Alagheband +4 more
wiley +1 more source
Practical Truss Layout Optimisation with Connection Penalisation
Abstract This study introduces a layout optimisation framework for minimum volume truss structures that explicitly accounts for connection complexity. Conventional minimum volume formulations identify material‐efficient layouts but often yield designs with excessive nodal connectivity and many lightly loaded members, making them impractical and costly ...
Daniel Dalton, Jurgen Becque
wiley +1 more source
Abstract This study investigates an innovative seismic retrofitting solution for existing R/C buildings based on externally installed vertical steel trusses, known as the i‐EXOS system (exoskeleton), and develops a performance‐based seismic design method for its implementation.
Vladimir Floku +4 more
wiley +1 more source

