Semi-Rigid Connections in Steel Frames

摘要: The purpose of this chapter is to present the interaction steel frames and their joints describe an acceptable method joint design. A key problem in dealing with classification, basis which described Eurocodes other available design codes a variety different ways. take into account whether applied within frame fixed nodes or one sway nodes. based on results experiments, therefore it great importance perform large scale experimental tests under both monotonic cyclic loading. Engineering methods help us establishing load—displacement diagrams by using simple techniques, way that local “softening” effects occurring vicinity can also be taken account. activity fair complexity, thus important establish direct which, while simple, consideration certain complex phenomena such as stiffness strength properties (including beam-to-column well column bases). preparation has been supported financially National Scientefic Research Fund Republic Hungary (OTKA) grant No.1020358.