Current practice and future development in modelling. analysis and design of steel semi-continuous frames

[1]  Cetin Morris Sonsino,et al.  Fatigue assessment of welded joints by local approaches Second edition , 2007 .

[2]  Seung-Eock Kim,et al.  LRFD Steel Design Using Advanced Analysis , 1997 .

[3]  Anna M. Barszcz,et al.  Advanced analysis of steel frames with effects of joint deformability and partial strength accounted for , 2004 .

[4]  Donald W. White,et al.  Stability Analysis and Design of Steel Building Frames Using the 2005 AISC Specification , 2006 .

[5]  David M. Anderson,et al.  Performance of composite connections: Major axis end plate joints , 1994 .

[6]  M. Dhanalakshmi,et al.  Calculation of the strain hardening behaviour of steel structures based on mill tests , 2005 .

[7]  Alexandre Landesmann,et al.  Advanced analysis of steel framed buildings using the Brazilian standard and Eurocode-3 , 2005 .

[8]  Oreste S. Bursi,et al.  A hysteretic connection element and its applications , 2000 .

[9]  Stephen G. Buonopane,et al.  Reliability considerations for steel frames designed with advanced analysis , 2003 .

[10]  Federico M. Mazzolani,et al.  Seismic analysis of MR steel frames based on refined hysteretic models of connections , 2002 .

[11]  Anna M. Barszcz,et al.  Review of analysis methods for inelastic design of steel semi-continuous frames , 2006 .

[12]  B. J. Hsieh,et al.  Non-Linear Transient Finite Element Analysis with Convected Co--ordinates , 1973 .

[13]  Dinar Camotim,et al.  On the incorporation of equivalent member imperfections in the in-plane design of steel frames , 2005 .

[14]  Fabio Ferrario,et al.  Non-linear analysis of the low-cycle fracture behaviour of isolated Tee stub connections , 2002 .

[15]  Jian-Xin Gu,et al.  Exact Tangent Stiffness for Imperfect Beam-Column Members , 2000 .

[16]  Jean-Louis Batoz,et al.  Modeling of connections in the analyses of thin-walled space frames , 1999 .

[17]  Jean-Pierre Jaspart,et al.  Contributions to recent advances in the field of steel joints. Column bases and further configurations for beam-to-column joints and column bases , 1997 .

[18]  Achintya Haldar,et al.  Nonlinear seismic response of steel structures with semi-rigid and composite connections , 1999 .

[19]  Marian Giżejowski,et al.  Stability design of semi-continuous steel frame structures , 1998 .

[20]  Wai-Fah Chen,et al.  Steel frame analysis with flexible joints , 1987 .

[21]  Anna M. Barszcz,et al.  An equivalent stiffness approach for modelling the behaviour of compression members according to Eurocode 3 , 2007 .

[22]  Federico M. Mazzolani,et al.  T-stub aluminium joints: influence of behavioural parameters , 2000 .

[23]  Ben Kato,et al.  Effects of joint-panel shear deformation on frames , 1988 .

[24]  Carlo Andrea Castiglioni,et al.  A unified approach for the design of steel structures under low and/or high cycle fatigue , 1995 .

[25]  G. Powell,et al.  3D Beam‐Column Element with Generalized Plastic Hinges , 1986 .

[26]  Ji Chen Practical advanced analysis for semi-rigid frame design , 2005 .

[27]  Eric M. Lui,et al.  Frame analysis with panel zone deformation , 1986 .

[28]  Ewa Pabisek,et al.  Elastoplastic analysis of plane steel frames by a new superelement , 2002 .

[29]  H Krawinkler,et al.  Shear in Beam-Column Joints in Seismic Design of Steel Frames , 1978, Engineering Journal.

[30]  Gregory G. Deierlein,et al.  Spread of Plasticity—Quasi-Plastic-Hinge Approach , 1984 .

[31]  M. Giżejowski,et al.  A generalized M-R-M approach for modelling of the stability behaviour of imperfect stell elements and structures , 2006 .

[32]  Siu Lai Chan,et al.  SECOND-ORDER ELASTIC ANALYSIS OF FRAMES USING SINGLE IMPERFECT ELEMENT PER MEMBER , 1995 .

[33]  Thomas Gmür,et al.  Three‐dimensional solid‐to‐beam transition elements for structural dynamics analysis , 1993 .

[34]  N. Kishi,et al.  Semirigid Steel Beam‐to‐Column Connections: Data Base and Modeling , 1989 .

[35]  Waldemar Rachowicz,et al.  Numerical analysis of thin-walled frames with flexible joints , 2005 .

[36]  C. Cichon,et al.  Stability of structures by finite element methods , 1994 .