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Analysis of steel frame structures in fire. [PDF]
, 1991 The main aim of the present research is to develop a method of analysis for structural frames exposed to fire including the effects of material and geometric non-linearities.
Abu, Sha'ari
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Behaviour of semi-rigid composite connections for steel framed buildings [PDF]
, 2009 During propped construction the steel-concrete composite action resists dead as well as imposed loads. Conversely, the steel section alone resists the floor self-weight in unpropped beams.
Muniasamy, D.
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The behaviour of steel and composite beam-to-column connections in fire. [PDF]
, 1999 Recent fire tests on the Cardington full-scale test frame and observations from real fires have demonstrated the significance of connections in fire, when they can have beneficial effects on the survival time of the structure. The
Al-Jabri, Khalifa Saif
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The influence of semi-rigid connections on the performance of steel framed structures in fire. [PDF]
, 1997 Observation of fire damaged structures and recent fire tests at the Cardington LBTF have suggested that even nominally `simple' connections are capable of providing significant restraint at elevated-temperatures. As most frames
Leston-Jones, Lee Christopher
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Robustness Assessment of Steel Moment Resisting Frames [PDF]
The Open Civil Engineering Journal, 2017 Nowadays, many buildings with steel Moment Resisting Frames (MRF) are built in seismic zones when seismic codes are at its early stages of development, and as such, these structures are often designed solely to resist lateral wind loads without providing an overall ductile mechanism. On the other hand, current seismic design criteria based on hierarchy
David Cassiano +2 more
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The Effect of Structural Uncertainties of Steel Shear Wall on Seismic Performance of Rehabilitated Moment Frame [PDF]
Journal of Structural and Construction Engineering, 2021 Uncertainties are inevitable in the estimation of structural engineering issues and increase the cost of retrofitting. In the presence of uncertainties, the results of seismic evaluation are incorrect and create conservatism in acceptance criteria at ...
Mahdiye Maddahi +2 more
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Evaluation of behavior and performance of the braced/ unbraced four story of steel frame with semi rigid connection [PDF]
MATEC Web of Conferences, 2019 Structural analysis and design with taken into account the flexibility of the beam to the column connections of steel frameworks takes on importance of the growing development and utilization of new commercial software.
Rumbi Teruna Daniel
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CONTRIBUTION of GRAVITY FRAMES TO SEISMIC PERFORMANCE OF STEEL MOMENT RESISTING FRAMES
Anadolu Üniversitesi Bilim Ve Teknoloji Dergisi - B Teorik Bilimler, 2018 Traditionally, lateral stiffness and strength of the gravity frames in steel buildings are neglected in structural analysis. During the past earthquakes, such as Northridge, USA, 1994 and Kobe, Japan, 1995, unexpected failures were detected at beam-to-column connections of steel moment resisting frames (MRFs).
Zorlu, Mustafa +4 more
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International Journal of Distributed Sensor Networks, 2019 The coverage intensity of sensors is the most important issue on structural health monitoring technique. The geometric configuration of sensors must be optimized based on coverage intensity with proper objectives.
Mehdi Firoozbakht +2 more
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Performance-Based Plastic Design of Moment Frame-Steel Plate Shear Wall as a Dual System [PDF]
Civil Engineering Infrastructures Journal, 2017 Steel Plate Shear Wall (SPSW) is an emerging seismic load-resistant system that, compared to other systems, enjoys the advantages of stable ductile behavior, fewer detailing requirements, rapid constructability, and economy.
Gholamreza Abdollahzadeh +2 more
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