Earthquake resistance frames with combination of rigid and semi-rigid connections
Author:
Publisher
Elsevier BV
Subject
Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering
Reference23 articles.
1. Hysteresis behavior of semi-rigid double web angle steel connections;Abolmaali;J Constr Steel Res,2003
2. Development of moment-rotation model equations for flush end-plate connections;Abolmaali;J Constr Steel Res,2005
3. Energy dissipation characteristics of semi-rigid connection;Abolmaali;J Constr Steel Res,2009
4. On the concept of earthquake resistant hybrid steel frames;Abolmaali;J Constr Steel Res,2012
5. Behavior of type 2 steel frames;Ackroyd;J Struct Div ASCE,1982
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4. Moment–rotation curve characteristics and initial rotational stiffness calculation method of angle connections;The Structural Design of Tall and Special Buildings;2021-12-02
5. Seismic Fragility Curves for Performance of Semi-rigid Connections of Steel Frames;Civil Engineering Journal;2021-07-01
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