HYSTERETIC CHARACTERISTICS OF STEEL BRACED FRAMES : Part 2, Dynamic Analysis of Diagonal Bracings
نویسندگان
چکیده
منابع مشابه
Prediction of the Seismic Response of Steel Frames with Concentric Diagonal Bracings
Concentrically braced frames and eccentrically braced frames are efficient seismic resistant systems but they are generally prone to develop storey collapse mechanisms. As underlined in some previous papers with regard to eccentrically braced frames, this tendency depends on the overstrength factors and damage distribution capacity factors resulting from the use of common design procedures. In ...
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The objective of this review to be submitted in two independent parts, for steel frames and for RC frames, is to compare their structural performance with respect to the proposed N2-method, and so also of the consequent convenience of using pushover methodology for the seismic analysis of these structures. A preliminary investigation is presented on a pushover analysis used for the seismic perf...
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The main aim of this study, is to evaluate the seismic reliability of steel concentrically braced frame (SCBF) structures optimally designed in the context of performance-based design. The Monte Carlo simulation (MCS) method and neural network (NN) techniques were utilized to conduct the reliability analysis of the optimally designed SCBFs. Multi-layer perceptron (MLP) trained by back propagati...
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ژورنال
عنوان ژورنال: Transactions of the Architectural Institute of Japan
سال: 1973
ISSN: 0387-1185,2433-0027
DOI: 10.3130/aijsaxx.205.0_37