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Seismic design of glulam structures
Bulletin of the New Zealand Society for Earthquake Engineering, 1993 This paper gives an overview of the seismic performance of glue laminated (glulam) timber frame buildings. It describes the wide range of connections that can be used in glulam frames, for both single storey and multi-storey buildings, with particular reference to seismic loading.
A. H. Buchanan, R. H. Fairweather
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Seismic Design of Hybrid Coupled CLT Shear Walls with Steel Link Beams
Earthquake Engineering &Structural Dynamics, Volume 54, Issue 6, Page 1520-1539, May 2025.ABSTRACT This study proposes a seismic design method for hybrid coupled cross‐laminated timber (CLT) shear walls with steel link beams as the lateral load‐resisting system for mass timber buildings. A force‐based seismic design method was proposed as a preliminary design process to determine the primary structural components. To inform the selection of
Ben Moerman, Minghao Li, Tobias Smith
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Kekakuan dan Kekuatan Lentur Maksimum Balok Glulam dan Utuh Kayu Akasia
Jurnal Teknik Sipil, 2010 Abstrak. Glulam merupakan salah satu metoda mengatasi keterbatasan dimensi bahan dasar kayu yang tersedia. Dengan mempersiapkan lamina-lamina dan menyusunnya serta melakukan proses perekatan antar permukaan lamina dapat menghasilkan dimensi balok sesuai ...
Indah Sulistyawati +3 more
doaj
Journal of Civil Engineering and Management, 1999 Timber, as structural material, has various defects, especially knots. They influence the strength of timber members. The influence of knots is lower for glulam members when comparing with solid wood.
Algirdas Baltrušaitis
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Bending Performance of Prestressed Continuous Glulam Beams
Advances in Civil Engineering, 2021 The limited transferring moment capability of Glulam (glued laminated wood) joints results in insufficient joint stiffness. Therefore, most of the connections are hinged joints.
Nan Guo +4 more
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Viscoelastic creep in reinforced glulam
, 2016 The mechanical and physical properties of softwood timber can vary considerably as a result of the age and rate of growth of the tree and other environmental factors which affect the wood cell density and strength [1]. Sitka spruce is characterised as a fast growing, low density timber which when subjected to flexural loading generally fails in tension
O'Ceallaigh, Conan +3 more
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Quality control of glulam: shear testing of bondlines [PDF]
European Journal of Wood and Wood Products, 2010 ISSN:1436 ...
Steiger, René +2 more
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Ductile Failure Modes of Double Shear Steel‐to‐Wood Dowel Type Connections
Advances in Civil Engineering, Volume 2025, Issue 1, 2025.To analyze the behavior of typical hybrid steel–wood connections in wooden buildings, 3D continuum‐based finite element analysis (FEA) models of the most critical connections were developed using the Abaqus/CAE program. Accurate modeling requires appropriate element and material formulations, as well as proper contact definitions between connection ...
Emanuele Maiorana +3 more
wiley +1 more source
Applied SciencesTowards the creation of a long-lasting and high-performing glulam-product, the optimization of melamine–urea–formaldehyde (MUF) adhesive solutions in order to be in line with worldwide trends of building and cutting-edge material science is a matter of ...
Aikaterini-Alexandra Psonopoulou +2 more
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Effect of Low Temperatures on the Block Shear Strength of Norway Spruce Glulam Joints
BioResources, 2016 The block shear strength of Norway spruce (Picea abies (L.) Karst.) glulam joints was tested under low temperatures. Glulam samples were glued with the three of the most common outdoor structural adhesives. The cold temperatures tested were 20, −20, −30,
Xiaodong Wang +5 more
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