ACACIA GLULAM WOOD EXTERIOR BEAM-COLUMN CONNECTION WITH ANGLES AND STEEL ROD SYSTEM

Djoni Simanta, Bambang Suryoatmono, Johannes Adhijoso Tjondro

Abstract


Two models of acacia glulam wood exterior beam-column connections with angles and steel rod system under monotonic static loads were tested and analyzed. The variation of the specimen was number of rod and thickness of angles attached at the beam. The behavior of each model under static loading, maximum displacement, maximum moment, rotational stiffness and ductility were observed. M9B1 type connections have more flexible than M9B2 type connections. The behavior of connection was depened on number of bearing steel rods at the beam, wood quality and thickness of the angles.


Full Text:

PDF

References


American Society for Testing and Materials. (2009a). “ASTM D143-94R07 Standard Test Methods for Small Clear Specimens of Timber”, American Society for Testing and Materials.

American Society for Testing and Materials. (2002). “ASTM D5764-97a (Reapproved 2002) Standard Test Methods for Evaluating Dowel-Bearing Strength of Wood and Wood-Based Products”, American Society for Testing and Materials.

American Wood Council. (2015). “National Design Specification for Wood Construction", American Wood Council.

American Wood Council. (2015). “Supplement National Design Specification for Wood Construction", American Wood Council.

Bodig, J., Jayne, B.A. (1982). “Mechanics of Wood and Wood Composites”, page 335-393, Krieger Publishing Company, Malabar, Florida, USA.

Panagopaulos, G., Kappos, A.J., ”BILIN - Bilinear Approach Forces Size Diagrams-Deformation”, Departement of Civil Engineering AUTH, Greek

Standar Nasional Indonesia. (2013). ”Spesifikasi Desain Untuk Konstruksi Kayu – SNI 7973-2013”, Standar Nasional Indonesia.

Suryoatmono, B. (2013). ”Kayu Rekayasa sebagai masa depan Struktur Kayu Indonesia”, The 2nd Indonesian Structural Engineering and Materials Symposium, Universitas Katolik Parahyangan, Bandung, November 7-8, 2013.


Refbacks

  • There are currently no refbacks.