Results 51 to 60 of about 233 (177)
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
ABSTRACT This paper presents the development of finite element models for timber connections with gaps under fire conditions which are subsequently validated using experimental data. Fourteen models are developed for concealed steel‐to‐timber connection configurations with gap sizes of 0, 3, 6 and 10 mm exposed to ISO 834 standard fire for 120 min ...
Marika du Plessis +2 more
wiley +1 more source
Abstract Nowadays, hardwood in Germany is mainly used for heat production despite several available or developed material applications. However, questions arise about how hardwood can be used in the future to best meet its environmental reduction potential, including consequences through replacing non‐renewable energy carriers or products.
Anna Sander‐Titgemeyer +2 more
wiley +1 more source
Wood and cellulose are the most abundant and important sustainable materials on the planet at the disposal to solve major societal challenges. This perspective, written for all materials scientists, highlights how breakthroughs in cellulose nanotechnology combined with functional nanomaterials can revolutionize important areas like construction ...
Mahiar Max Hamedi +5 more
wiley +1 more source
Analytical Approach to Predict Pre–Camber Deflection of the Pre-stressed Glulam Beams
A new approach to reinforce glulam timber beams using compressed wood (CW) has been developed by the Author. The compressed wood blocks are inserted into pre-cut holes on the top of glulam beams to produce pre-camber and to generate initial tensile and ...
Anshari B.
doaj
The results of long-term experiments are presented in the paper. As a result of the experiments, invention SU 1025831 was developed under the name “The method of manufacture of a timber load-bearing element” (E 04 C 3/12, priority since July 11, 1981).
Rimantas Čechavičius
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
Ductile Failure Modes of Double Shear Steel‐to‐Wood Dowel Type Connections
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
Whole‐Life Embodied Carbon Reduction Strategies in UK Buildings: A Comprehensive Analysis
This paper analyzes EC in various case studies using LCA. It highlights that Module A contributes the most to EC and recommends focusing reduction efforts there, particularly by using GGB) to replace cement, achieving 60‐70% reductions in concrete EC. The study shows significant WLEC reductions: 30.59% for a residential building, 46.86% for a college ...
Maryam Keyhani +4 more
wiley +1 more source
Timber-concrete composite bridges: Three case studies
During the last years, timber-concrete composite (TCC) structures have been extensively used in Europe both in new and existing buildings. Generally speaking, a composite structure combines the advantages of both materials employed: the strength and ...
Massimo Fragiacomo +4 more
doaj +1 more source

