7th International Workshop on Connections in Steel Structures 2012 - Connections VII
نویسندگان
چکیده
منابع مشابه
Analysis and Comparison of Connections in Steel Structures
The topic of connections is often given only limited attention in structural analysis and design of buildings, despite the fact that they can play a critical role in the structure. It is customary practice in the U.S. for the structural engineer to design the structural members, but leave the connection details to the steel fabricator. While this practice is more efficient and pragmatic in some...
متن کاملNeural Processing in Semi-Rigid Connections of Steel Structures
1 Dr.Ing., Institute of Applied Mechanics, Carolo Wilhelmina Technical University, D-38023 Braunschweig, Germany, email: [email protected] 2 Asst. Prof.,Institute of Steel Structures, Aristotle University, GR-54006 Thessaloniki, Greece, email: [email protected] To whom all correspondence should be addressed 3 Prof.,Institute of Steel Structures, Aristotle University, GR-54006 T...
متن کاملReview on Cold-Formed Steel Connections
The concept of cold-formed light steel framing construction has been widespread after understanding its structural characteristics with massive research works over the years. Connection serves as one of the important elements for light steel framing in order to achieve its structural stability. Compared to hot-rolled steel sections, cold-formed steel connections perform dissimilarity due to the...
متن کاملMETT VII — 7th Workshop on Matrix Equations and Tensor Techniques
METT VII — 7th Workshop on Matrix Equations and Tensor Techniques Pisa, 13–14 Feb 2017 Program Monday, February 13 8:30 Registration Session I (chair: B. Meini) 9:00 Opening 9:15 P. Kürschner: Large generalized Sylvester equations with additional low-rank terms 9:40 G. Mele: Krylov methods for generalized Sylvester equations with low rank commutative coefficients 10:05 E. Ringh: Sylvester-based...
متن کاملNon-Linear Behavior of New (FSFN) Moment Resisting Connections in Comparison to the Existing KBB Connections in Steel Frames
After Northridge (1994) and Kobe (1995) earthquakes, several studies have been conducted to improve the seismic performance of steel structures. In this investigation, new steel moment-resisting connections (FSFN) developed by the authors, were studied by the non-linear numerical analysis. These connections were single-sided beam-to-column assemblies that are representative of exterior beam-to-...
متن کاملذخیره در منابع من
با ذخیره ی این منبع در منابع من، دسترسی به آن را برای استفاده های بعدی آسان تر کنید
ژورنال
عنوان ژورنال: Steel Construction
سال: 2013
ISSN: 1867-0520
DOI: 10.1002/stco.201310009