Obsah Knihy.pdf

LIST OF CONTENTS
TERMS AND SYMBOLS ..................................................................................................................................................... 6
INTRODUCTION .................................................................................................................................................... 10
CONNECTION DESIGN ......................................................................................................................................... 11
COMPONENT-BASED FINITE ELEMENT METHOD
Material model
Plate model and mesh convergence
Contacts
Welds
Bolts
Interaction of shear and tension in bolt
Preloaded bolts
Anchor bolt
Concrete block
Local buckling of compressed plates
Moment-rotation relation
Bending stiffness
Deformation capacity
Joints in global analyses
WELDED CONNECTION
Fillet weld in lap joint
Fillet weld in angle plate joint
Fillet weld in fin plate joint
Fillet weld in beam to column joint
Connection to unstiffened flanges
BOLTED CONNECTION
T-stub in tension
Splices in shear
End plate minor axis connection
Generally loaded end plate
Interaction of shear and tension
Splices in shear in slip-resistant connection
Block shear resistance
End plate connection with four bolts in row
Single sided gusset plate connection
SLENDER PLATE IN COMPRESSION
Triangular haunch
Column web panel in shear
Column web stiffener
HOLLOW SECTION JOINTS
Circular hollow sections
Rectangular hollow sections
Plate to circular hollow section
Uniplanar T-joint between RHS brace and H/I chord
COLUMN BASE
Open section column in compression
Open section column in bending to strong axis
Open section column in bending to weak axis
Hollow section column
COLUMN WEB PANEL IN SHEAR
Welded portal frame eaves moment connection
Bolted portal frame eaves moment connection
PREDICTION OF STIFFNESS
Bending stiffness of welded joint of open sections
Bending stiffness of bolted joint of open sections
Bending stiffness of column base
PREDICTION OF DEFORMATION CAPACITY
Deformation capacity of welded joint of open sections
Deformation capacity of bolted joint of open sections
PREQUALIFIED JOINTS FOR SEISMIC APPLICATIONS
EQUALJOINTS project
End plate joints
Welded reduced beam section joint
REFERENCES ..................................................................................................................................................................240