Finite element analysis of wind-induced response in tapered steel floodlight poles with varied luminaire configurations [PDF]
EPJ Web of ConferencesStadium floodlight poles are tall, slender structures that are especially sensitive to wind loads, which often shape their design and construction. This study uses finite element analysis in STAAD. Pro to examine a 30-meter tapered steel floodlight pole.
Bhanuprakash Pambala +3 more
doaj +1 more source
Long term monitoring and field testing of an innovative multi-storey timber building [PDF]
, 2011 Peer ...
Kohli, Varun +4 more
core +1 more source
ballaxy: web services for structural bioinformatics [PDF]
Bioinformatics, 2014 Abstract Motivation: Web-based workflow systems have gained considerable momentum in sequence-oriented bioinformatics. In structural bioinformatics, however, such systems are still relatively rare; while commercial stand-alone workflow applications are common in the pharmaceutical industry, academic researchers often still rely on ...
Anna Katharina, Hildebrandt +12 more
openaire +2 more sources
Deterministic and Probability Analysis of Paper Machine Vibration Impact to the Structure Safety and Human Comfort [PDF]
, 2019 This paper describes the probability and sensitivity analysis of the concrete frame and paper machine interaction. On the base of the experimental results, the calculation FEM model was verified.
Králik, Juraj, Králik, Juraj jr.
core +1 more source
Markov and Neural Network Models for Prediction of Structural Deterioration of Stormwater Pipe Assets [PDF]
, 2010 Storm-water pipe networks in Australia are designed to convey water from rainfall and surface runoff. They do not transport sewerage. Their structural deterioration is progressive with aging and will eventually cause pipe collapse with consequences of ...
A. W. M. Ng +7 more
core +1 more source
Guidelines for data collection and monitoring for asset management of New Zealand road bridges [PDF]
, 2015 Publisher ...
Bush, Simon +2 more
core +1 more source
Strut-tie method of design and possible serviceability problems: an exploration by NLFE [PDF]
, 2000 The strut and tie method presents a rational and consistent approach to the design of all parts in a reinforced concrete structure. With this approach, the load carrying mechanism of the structure is represented by approximating the compressive stress
Bhatt, P., Cunningham, L.S.
core
Motion-Based Design of Passive Damping Devices to Mitigate Wind-Induced Vibrations in Stay Cables [PDF]
, 2018 Wind action can induce large amplitude vibrations in the stay cables of bridges. To reduce the vibration level of these structural elements, different types of passive damping devices are usually installed.
Jiménez Alonso, Javier Fernando +3 more
core +1 more source
Journal of Infrastructure Preservation and ResilienceConventional approaches to seismic design often rely on deterministic models and overlook the influence of soil-structure interaction (SSI) and parametric uncertainties in evaluating the effectiveness of shear wall configurations. Existing studies seldom
Parash Kunwar Khand +2 more
doaj +1 more source
Structural Improvements for Tall Buildings under Wind Loads: Comparative Study
Shock and Vibration, 2017 The behavior of a very slender building is investigated under wind loads, to satisfy both strength and serviceability (comfort) design criteria. To evaluate the wind effects, wind tunnel testing and structural analysis were conducted, by two different ...
Nicola Longarini +4 more
doaj +1 more source