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

upstart

OVER

懶洋洋

Strength Assessment of Malaysian Timbers in Structural Sizepractice of structural size timber assessment has been long-established. Stress values obtained from structural size timber are more accurate for allocating value in structural design. Preliminary testing works have been initiated to establish the mechanical properties of Malaysian timbers in struct

破譯

我要沮喪

Stiffness Modelling of Non-metallic Timber Connections with Pultruded Dowelsr connections. Different models have been proposed for predicting the load capacity of the connection. A model which accurately predicts stiffness for connections of this type is, however, not yet published. This paper discusses a two dimensional linear finite element model that predicts the slip mo

精密

Mechanical Properties of Cement Composites Incorporating Oil Palm Stem Fiberndustrial waste to a construction material. Researches since decades ago have shown that the addition of fibers into the cement matrix enhanced the physical and mechanical behavior of mortar and concrete. This paper discusses the properties and usage of oil palm stem fiber as discrete reinforcing ma

braggadocio

贊成你

Evaluation of Dowel-Bearing Strength for Wood Dowel Using ‘Spring Theory’ about the dowel-bearing strength using steel is available in National Design Standard (NDS, National Design Specification for Wood Construction Ameican Forest and Paper Association (AFPA) Washington DC, 2005). However none of these standards include dowel-bearing strength compressed using wood dowe

有其法作用

Ultrasonic Wave Non-Destructive Method for Predicting the Modulus of Elasticity of Timberltering its end-use capabilities. This paper reports the investigation made the bending strength properties of timber beams using ultrasonic wave non-destructive test method and static destructive test. Timber beams from eight selected Malaysian timber of different strength grouping; Resak (SG4), Ka

DIS

Ultimate Strength of Kekatong Glued Laminated Timber Railway Sleepersch PSC sleepers cannot be utilized, where timber sleepers are still needed. Due to limited supply of large sections timber logs and high cost in high grade timber, an alternative for this timber product is needed. Thus, this study is conducted to determine the ultimate strength of the alternative ti