Results 61 to 70 of about 4,625 (210)

BRE‐X Emissions Database for End‐of‐Life Scenarios of Selective Building Construction Materials to Enable Circular Economy in Construction

open access: yesJournal of Advanced Manufacturing and Processing, Volume 7, Issue 3, July 2025.
ABSTRACT In the United States, construction and demolition debris predominately end up in landfills with minimal end‐of‐life Re‐X (recover, recycle, reuse, etc.) scenarios, resulting in large environmental impacts and lost opportunities for material recovery.
Naveen Kumar Muthumanickam   +7 more
wiley   +1 more source

Multi-Criteria Assessment of Timber-Based Structural Systems for a Grocery Store

open access: yesBuildings
To reduce the negative impact on the environment, architects, designers, and construction companies need to find and apply eco-friendly and sustainable building solutions.
Tomas Gecys   +3 more
doaj   +1 more source

Tensile strength of spruce glulam

open access: yesEuropean Journal of Wood and Wood Products, 2010
Comparative tests on spruce glulam members subject to tension and bending, respectively, were numerically simulated to determine the tensile-to-bending-strength ratio. Nine different grading methods were applied to cover a wide strength range. They are based on visual inspection and mechanical determination of density and MOE. The simulated tensile and
Frese, M., Chen, Y., Blaß, H. J.
openaire   +3 more sources

16th International Conference on Composite Structures (ICCS 16)

open access: yes, 2011
This paper presents the flexural behavior of full-scale glue-laminated (glulam) beams made by gluing layers of fibre composite sandwich panels together.
Aravinthan, Thiru, Manalo, Allan C.
core   +1 more source

Kekakuan dan Kekuatan Lentur Maksimum Balok Glulam dan Utuh Kayu Akasia

open access: yesJurnal 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  

Effect of Low Temperatures on the Block Shear Strength of Norway Spruce Glulam Joints

open access: yesBioResources, 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
doaj   +1 more source

Bending Performance of Prestressed Continuous Glulam Beams

open access: yesAdvances 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
doaj   +1 more source

Seismic Design of Hybrid Coupled CLT Shear Walls with Steel Link Beams

open access: yesEarthquake 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
wiley   +1 more source

Performance of Five Melamine–Urea–Formaldehyde (MUF) Resins in Spruce Three-Layer Glulam Bonds: Adhesion, Durability, and Mechanical Properties

open access: yesApplied Sciences
Towards 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
doaj   +1 more source

Estimation of strength of glulam beams depending on defects of layers/Medinių klijuotų lenkiamųjų elementų stiprumo vertinimas pagal sluoksnių defektus

open access: yesJournal 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
doaj   +1 more source

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