Results 251 to 260 of about 29,584 (314)
Pendulum column with inclined negative stiffness as a novel hybrid seismic isolation mechanism integrated into soil with pile-like characteristics. [PDF]
Sci RepAzizi A, Barghian M.
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Cold-Formed Steel Framed Shear Walls with In-Frame Corrugated Steel Sheathing
Journal of Structural Engineering, 2021AbstractThis paper presents the experimental results of an innovative configuration for cold-formed steel (CFS) framed shear walls using corrugated steel sheets as sheathing material.
Wenying Zhang +3 more
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Engineering Journal, 1964
Many engineers when first confronted with the design of a steel framed dome are dismayed by the complexity of these often highly indeterminate, three dimensional space frames. Furthermore, on locating references in the literature, many are further confused to find that there is no unanimity of opinion among the various investigators as to proper ...
David E. Stevens, Gerald S. Odom
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Many engineers when first confronted with the design of a steel framed dome are dismayed by the complexity of these often highly indeterminate, three dimensional space frames. Furthermore, on locating references in the literature, many are further confused to find that there is no unanimity of opinion among the various investigators as to proper ...
David E. Stevens, Gerald S. Odom
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Design optimization of steel portal frames
Advances in Engineering Software, 2005zbMATH Open Web Interface contents unavailable due to conflicting licenses.
Santiago Hernández +3 more
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Progress in Structural Engineering and Materials, 1997
AbstractMuch of the material reviewed in this article involves recent efforts to develop and apply nonlinear analysis methods for accurate limit states design of steel‐framed structures. Beyond considerations related directly to methods of analysis, this includes reports of tests and other studies to provide behavioral information on members and ...
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AbstractMuch of the material reviewed in this article involves recent efforts to develop and apply nonlinear analysis methods for accurate limit states design of steel‐framed structures. Beyond considerations related directly to methods of analysis, this includes reports of tests and other studies to provide behavioral information on members and ...
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Blast Resistance Behaviour of Steel Frame Structures
IABSE Reports, 2010<p>The effect of a blast explosion on a typical steel frame building is investigated by means of computer simulations. The simulations help to identify possible hot spots that may lead to local or global failure. The blast energy is transferred to the structure by means of the façade.
Varas, J.M., Soetens, F.
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On the seismic behaviour of irregular steel frames
19909th European Conference on Earthquake Engineering, Moskow, 11-16 September ...
GUERRA C. A +2 more
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Mechanical Analysis of Tunnel Steel Frame with Steel Frame and Sprayed Concrete Combination Model
Advanced Materials Research, 2014To research the mechanical regularity of steel frame in tunnel, Steel frame and Sprayed concrete Combination Model is applied and the large-section loess tunnel of highway is taken as an example. The hoop stress of flange and the radial stress of web were analyzed, the research results show that:The most areas of hoop stress of flange is in press, the ...
Zhi Jie Sun, Xiao Hui Xue
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A Survey on Ductile Design of Mr Steel Frames
2001PROCEEDINGS OF THE INTERNATIONAL CONFERENCE ON STRUCTURAL ENGINEERING, MECHANICS AND COMPUTATION, CAPE TOWN, SOUTH ...
FAGGIANO, BEATRICE +3 more
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Seismic Damage Assessment of Steel Frames
Journal of Structural Engineering, 1998The seismic damage analysis of steel frames based on the use of global evaluation indices is addressed. A general procedure is proposed aimed at estimating the degree of damage induced by severe earthquakes in structures not supplied with monitoring systems. Special reference is made to the Park-Ang, McCabe-Hall, and plastic fatigue indices.
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