Titlebook: InCIEC 2013; Proceedings of the I Rohana Hassan,Marina Yusoff,Mohd Arshad Fadzil Conference proceedings 2014 Springer Science+Business Medi

Duodenitis

novative research development in construction materials and structures in addition to a compilation of interdisciplinary finding combining nano-materials and engineering.978-981-10-1193-1978-981-4585-02-6

古董

Particle Swarm Optimization for Single Shear Timber Joint Simulation for a single shear strength timber joint performance. It demonstrates that the PSO has a potential to be used as a timber joint simulations that would be beneficial to timber joint researchers in predicting the load carrying capacity of a joint and contributes in reducing time and cost.

辯論的終結(jié)

Chemical Characterization of Used Cooking Oil Foaming Agent as Admixture in Foamed Concreteipid groups are the major chemical functional groups. Meanwhile from EDAX analysis results, was shown the Calcium is the highest elements for both used cooking oil foamed and synthetic foamed concrete.

Cardioversion

Conference proceedings 2014on in infrastructure and sustainable issues in engineering covers earthquake, bioremediation, synergistic management, timber engineering, flood management and intelligent transport systems. It provides precise information with regards to innovative research development in construction materials and

有效

Finite Element Model of Mortise and Tenon Joint Fastened with Wood Dowel Using Kempas Speciesto represent the Kempas wood behavior in FEM. The analysis was conducted by introducing tensile loads on the top of tenon to see the behavior of the dowel. The EYM mode of failures and load–displacement curves were then being compared between FEM results and experimental results obtained by Rohana [6].

泛濫

Strength Assessment of Malaysian Timbers in Structural Sizecating value in structural design. Preliminary testing works have been initiated to establish the mechanical properties of Malaysian timbers in structural form. Some commercial timbers were tested using structural size bending method. Results indicated that bending strength of structural size specimen is lower compared to small planks.

含水層

Stiffness Modelling of Non-metallic Timber Connections with Pultruded Dowels connections of this type is, however, not yet published. This paper discusses a two dimensional linear finite element model that predicts the slip modulus of non-metallic timber connections made with pultruded dowels. The model is compared to experimental results and it is concluded that the two dimensional model is accurate.

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