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57.416  Articles
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Nowadays, steel frames are widely used in civil and industrial engineering structures. The design process for steel frames with semi-rigid beam-column connections is an interesting topic for designers and researchers. However, the current design codes pur... see more

Nowadays, steel frames are widely used in civil and industrial engineering structures. The design process for steel frames with semi-rigid beam-column connections is an interesting topic for designers and researchers. However, the current design codes pur... see more

In this paper, a design optimization algorithm is presented for non-linear steel frames with semi-rigid beamcolumnconnections using harmony search algorithm. The design algorithm obtains the minimum steel weight by selecting from a standard set of steel s... see more

Timber folded surface structures assembled using semi-rigid multiple tab and slot joints (MTSJ) have been shown to form feasible structural systems with high load bearing potential. However, for their further development and use on large building scales, ... see more

A PROPOSAL OF A SEMI-RIGID SELF-CENTERING CONNECTION FOR THE SEISMIC PROTECTION OF WOODEN STRUCTURES IS STUDIED. AN ANALYTICAL MODEL FOR THE CHARACTERIZATION OF THE RESPONSE OF THE CONNECTION IS DEVELOPED. QUASI-STATIC TESTS OF A WOODEN COLUMN WITH THE PR... see more

A PROPOSAL OF A SEMI-RIGID SELF-CENTERING CONNECTION FOR THE SEISMIC PROTECTION OF WOODEN STRUCTURES IS STUDIED. AN ANALYTICAL MODEL FOR THE CHARACTERIZATION OF THE RESPONSE OF THE CONNECTION IS DEVELOPED. QUASI-STATIC TESTS OF A WOODEN COLUMN WITH THE PR... see more

Initial stiffness and moment resistance are two parameters that formed the hardness of the connection between columns and beams. This problem has been studied based on empirical of many authors in the world. In this research been used initial stiffness an... see more

Initial stiffness and moment resistance are two parameters that formed the hardness of the connection between columns and beams. This problem has been studied based on empirical of many authors in the world. In this research been used initial stiffness an... see more

The growing problems of excessive vibration in steel structures due to human rhythmic activities and vibrating machinery have led to the need for increasingly rigorous dynamic analysis in order to verify excessive displacements and ensure the users’ comfo... see more

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