4 CONNECTIONS - CIB-W18

30-7-1 K Komatsu, A Koizumi, T Sasaki, J L Jensen, Y IijimaFlexural behavior of GLT beams end-jointed by glued-in hardwooddowels 6532-7-12 H J Blass, B LaskewitzEffect of spacing and edge distance on the axial strength of glued-inrods 6532-7-13 C J Mettem, R J Bainbridge, K Harvey, M P Ansell, J GBroughton, A R HutchinsonEvaluation of material combinations for bonded-in rods to achieveimproved timber connections 6533-7-10 J KangasCapacity, fire resistance and gluing pattern of the rods in V-connections 6633-7-11 R J Bainbridge, K Harvey, C J Mettem, M P AnsellFatigue performance of bonded-in rods in glulam, using threeadhesive types 6734-7-4 J Kangas, A KevarinmäkiQuality control of connections based on in V-shape glued-in steelrods 6834-7-6 A BernasconiBehaviour of axially loaded glued-in rods – Requirements andresistance, especially for spruce timber perpendicular to the graindirection 6834-7-8 C Bengtson, C-J JohansonGlued-in rods for timber structures 6837-7-8 R Steiger, E Gehri, R WidmannGlued-in steel rods: A design approach for axially loaded single rodsset parallel to the grain 7037-7-10 C Faye, Le Magorou. P Morlier, J SurleauFrench data concerning glued-in rods 7037-7-13 A KevarinmäkiBehaviour of fasteners and glued-in rods produced from stainlesssteel 7142-7-9 J L Jensen, P QuennevilleConnections with glued-in rods subjected to combined bending andshear actions 724.7 JOINTS IN TIMBER PANELS 7339-7-5 T Uibel, H J BlassLoad-carrying capacity of joints with dowel type fasteners in solidwood panels 7340-7-2 T Uibel, H J BlassEdge joints with dowel type fasteners in cross laminated timber 7342-7-10 H J Blass, G GebhardtLoad Carrying Capacity of Timber-Wood Fiber Insulation Board -Joints with Dowel Type Fasteners 744.8 LOAD DISTRIBUTION 7523-7-2 H J BlassLoad distribution in nailed joints 7525-7-12 C J Mettem, A V PageLoad distribution in multiple-fastener bolted joints in Europeanwhitewood glulam, with steel side plates 7630-7-5 A JorissenMultiple fastener timber connections with dowel type fasteners 7732-7-5 A Mischler, E GehriStrength reduction rules for multiple fasteners joints 7835-7-6 P Quenneville, M KasimEffect of row spacing on the capacity of bolted timber connectionsloaded perpendicular-to-grain 7935-7-7 A J M LeitjenSplitting strength of beams loaded by connections, modelcomparison 8035-7-2 K Komatsu, S Takino, N Nakatani, H TateishiAnalysis on multiple lag screwed timber joints with timber sidemembers 8039-7-1 P Quenneville, M BickerdikeEffective in row capacity of multiple-fastener connections 804.9 LOAD DURATION 8222-7-4 A J M LeijtenThe effect of load on strength of timber joints at high working loadlevel 8225-7-9 J W G van der KuilenDetermination of k def for nailed joints 82CIB-W18 Timber Structures – A review of meeting 1-43 4 CONNECTIONSpage 4.4