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

