Pull-out resistance of glued in rod connection in timber: Reliability analyses using an experimental database
Author:
Publisher
Elsevier BV
Subject
General Materials Science,Building and Construction,Civil and Structural Engineering
Reference90 articles.
1. Reliability-based investigation into the duration of load effect for the design of timber structures based on Chinese standard;Li;Struct. Saf.,2020
2. Mechanical characterization of a pre-fabricated connection system for cross laminated timber structures in seismic regions;Polastri;Eng. Struct.,2018
3. Development of cross laminated timber-cold-formed steel composite beam for floor system to sustainable modular building construction;Navaratnam;Structures,2021
4. Designing timber connections for ductility – a review and discussion;Ottenhaus;Constr. Build. Mater.,2021
5. New design model for brittle failure in the parallel-to-grain direction of timber connections with large diameter fasteners;Yurrita;Eng. Struct.,2020
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1. Prediction of pull-out behavior of timber glued-in glass fiber reinforced polymer and steel rods under various environmental conditions based on ANN and GEP models;Case Studies in Construction Materials;2024-07
2. Experimental and analytical evaluation of the tension capacity of edgewise connected glued-in rods in mass ply panels;Construction and Building Materials;2023-12
3. Mechanical properties of glulam components with half-lap joints for large-span gridshell structures;Construction and Building Materials;2023-12
4. Influence of Cross-Laminated Timber Floors and Their Connections on the Robustness of Mass-Timber Building: A Case Study on a Midrise Building;Journal of Performance of Constructed Facilities;2023-12
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