2014
DOI: 10.1155/2014/240952
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Performance-Based Seismic Design of Steel Frames Utilizing Colliding Bodies Algorithm

Abstract: A pushover analysis method based on semirigid connection concept is developed and the colliding bodies optimization algorithm is employed to find optimum seismic design of frame structures. Two numerical examples from the literature are studied. The results of the new algorithm are compared to the conventional design methods to show the power or weakness of the algorithm.

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Cited by 3 publications
(2 citation statements)
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“…Apart from the seismic induced damage for traditional buildings, PBSD are found useful for special structures, such as tall buildings, wall systems, masonry infill walls, and cultural heritage structures. Various applications in this area [121][122][123][124][125][126][127][128][129][130][131][132][133][134][135][136][137][138] are summarized in Table A9. Harries and McNeice [121] pointed out that the traditional strength-based design method is not capable of dealing with a large class of coupled core wall systems, since the method does not incorporate preferred yielding mechanism.…”
Section: Building Earthquake-based Design (Special Structures)mentioning
confidence: 99%
“…Apart from the seismic induced damage for traditional buildings, PBSD are found useful for special structures, such as tall buildings, wall systems, masonry infill walls, and cultural heritage structures. Various applications in this area [121][122][123][124][125][126][127][128][129][130][131][132][133][134][135][136][137][138] are summarized in Table A9. Harries and McNeice [121] pointed out that the traditional strength-based design method is not capable of dealing with a large class of coupled core wall systems, since the method does not incorporate preferred yielding mechanism.…”
Section: Building Earthquake-based Design (Special Structures)mentioning
confidence: 99%
“…Several researchers have applied the DDBD approach to wood-frame buildings. Filiatrault and Folz (2002) developed a performance-based seismic design methodology for wood-frame buildings, which is based on the DDBD. Pang and Rosowsky (2009) developed a new DDBD procedure for performance-based seismic design of mid-rise wood-frame buildings.…”
Section: Introductionmentioning
confidence: 99%