附註:"Proceedings of a State-of-the-Art Workshop on Connections and the Behaviour, Strength, and Design of Steel Structures held at the Laboratoire de Mécanique et Technologie, Ecole Normale Supérieure, Cachan, France, 25-27 May 1987"--Preliminary page.
Includes bibliographical references.
Cover -- CONNECTIONS IN STEEL STRUCTURES -- PREFACE -- CONTENTS -- LIST OF CONTRIBUTORS -- INTRODUCTORY NOTES -- SESSION No 1 LOCAL ANALYSIS OF JOINTS -- BOLTED AND WELDED CONNECTIONS IN STEEL STRUCTURES -- STRENGTH OF CONNECTIONS IN BENDING COMPARED TO ULTIMATE BEHAVIOUR RATHER THAN ELASTO-PLASTIC THEORY -- EXPERIMENTAL STUDY OF THE NON-LINEAR BEHAVIOUR OF BEAM-TO-COLUMN BOLTED JOINTS -- PREDICTION OF MOMENT-ROTATION BEHAVIOR OF SEMI-RIGID BEAM-TO-COLUMN CONNECTIONS -- EXPERIMENTAL ANALYSIS OF END PLATE CONNECTIONS -- BOLTED END-PLATE CONNECTIONS IN STEEL STRUCTURES -- STRENGTH AND BEHAVIOUR OF IN-PLANE WEAK AXIS JOINTS AND OF 3-D JOINTS -- ANALYSIS OF JOINTS BETWEEN STRUCTURAL HOLLOW SECTIONS -- STRENGTH OF WELDED CONNECTIONS WITH HOLLOW SECTION BRACINGS AND I OR H SECTION AS CHORD -- NUMERICAL SIMULATION OF THE BEHAVIOUR UP TO COLLAPSE OF TWO WELDED UNSTIFFENED ONE-SIDE FLANGE CONNECTIONS -- DISCUSSION OF LOCAL ANALYSIS PAPERS -- SESSION No 2A MATHEMATICAL MODELS -- FINITE ELEMENT MODELING OF CONNECTIONS -- THREE-DIMENSIONAL PHYSICAL AND MATHEMATICAL MODELING OF CONNECTIONS -- MATHEMATICAL MODEL FOR SEMI-RIGID JOINTS UNDER CYCLIC LOADS -- Moment-Rotation Relation of Top- and Seat- Angle with Double Web-Angle Connections -- Moment-Rotation Relation of Single/Double Web-Angle Connections -- MODELLING OF COLUMN-BASE BEHAVIOUR -- ON THE NONLINEAR BEHAVIOR OF JOINTS IN STEEL FRAMES -- SEMI-RIGID CONNECTIONS IN FRAMES, TRUSSES AND GRIDS -- FLEXIBILITY FORMULAE AND MODELLING OF JOINT BEHAVIOUR IN GIRDERS MADE OF RECTANGULAR HOLLOW SECTIONS -- DISCUSSION OF MATHEMATICAL MODELING PAPERS -- SESSION No 2B CLASSIFICATION -- STRUCTURAL PROPERTIES OF CONNECTIONS IN STEEL FRAMES -- SEMI-RIGID CONNECTIONS IN ISOLATION AND IN FRAMES -- STANDARDISED METHOD FOR MEASURING THREE-DIMENSIONAL RESPONSE OF SEMI-RIGID JOINTS -- DISCUSSION OF CLASSIFICATION PAPERS -- SESSION No 3 FRAME ANALYSIS -- FRAME ANALYSIS INCLUDING SEMI-RIGID CONNECTIONS AND P-DELTA EFFECTS -- NON-LINEAR ANALYSIS
