Effects of fastener type, end distance, layer arrangement, and panel strength direction on lateral resistance of single shear lap joints in cross-laminated timber (CLT)CASE STUDIES IN CONSTRUCTION MATERIALSIF6.62023-07-017OAAI
The Effect of GFRP Wrapping on Lateral Performance of Double Shear Lap Joints in Cross-Laminated Timber as a Part of Timber BridgesBUILDINGSIF3.12022-10-123OA
Effect of Layer Arrangement on Bending Strength of Cross-Laminated Timber (CLT) Manufactured from Poplar (Populus deltoides L.)BUILDINGSIF3.12022-05-068OA
Regression and ANN models for predicting MOR and MOE of heat-treated fir woodJOURNAL OF BUILDING ENGINEERINGIF7.42021-10-0116PREAI
Improve regression-based models for prediction of internal-bond strength of particleboard using Buckingham's pi-theoremJOURNAL OF FORESTRY RESEARCHIF4.62013-11-099PREAI
Analysis of factors affecting diagonal tension and compression capacity of corner joints in furniture frames fabricated with dovetail keyJOURNAL OF FORESTRY RESEARCHIF4.62013-01-1112PRE
Numerical and experimental failure analysis of screwed single shear joints in wood plastic compositeMATERIALS & DESIGNIF7.92012-03-0123PREAI
Lateral resistance of joints made with various screws in commercial wood plastic compositesMATERIALS & DESIGNIF7.92011-08-0119PREAI
Investigation on withdrawal resistance of various screws in face and edge of wood-plastic composite panelMATERIALS & DESIGNIF7.92011-08-0123PREAI