NUMERICAL STUDY OF BEHAVIOR OF AXIALLY LOADED STEEL COLUMNS SUBJECTED TO TRANSVERSE IMPACTH. AL-Thairy and Y. Wang
A MACRO-MODEL FOR BEAM-TO-COLUMN CONNECTIONS IN STEEL-CONCRETE COMPOSITE FRAMESC. Amadio, M. Bella and L. Macorini
EXPERIMENTAL STUDY ON THE FLEXURAL BEHAVIOR OF HIGH-STRENGTH SQUARE CFT MEMBERSKS. Chung, WJ. Kim, SB. Hong and JH. Kim
INELASTIC RESPONSE OF COMPOSITE STEEL AND CONCRETE FRAMED MULTI-STOREY BUILDINGSL. Disarno
NUMERICAL MODELLING OF RESTRAINED STRUCTURAL SUBASSEMBLIES OF STEEL BEAM TO CFT COLUMN IN FIRESherif Elsawaf, Y. C. Wang and P. Mandal
INTRODUCTION OF TENSILE FORCES IN SANDWICH PANELS WITH MECHANICAL FASTENERSS. Käpplein, TH. Misiek, A. Dacheva and TH. Ummenhofer
BEHAVIOUR OF INTERIOR CFST COLUMN TO STEEL BEAM JOINTS WITH RC SLAB UNDER CYCLIC LOADINGW. Li and L. H. Han
LOAD-BEARING CAPACITY OF PERFORATED TRAPEZOIDAL SHEETINGTH. Misiek and H. Saal
BEHAVIOUR OF BLIND-BOLTED MOMENT CONNECTION TO A CONCRETE-FILLED CIRCULAR COLUMNH. Yao, H. M. Goldsworthy and E. F. Gad
FINITE ELEMENT RESPONSE SENSITIVITY ANALYSIS OF STEEL FRAMES EQUIPPED WITH BUCKLING-RESTRAINED BRACESA. Zona, L. Ragni and A. Dall’asta
