• Tidak ada hasil yang ditemukan

BEHAVIOUR OF COMPOSITE BEAM

N/A
N/A
Protected

Academic year: 2017

Membagikan "BEHAVIOUR OF COMPOSITE BEAM"

Copied!
9
0
0

Teks penuh

(1)

HOME CONTACT My eBook

Username: Password:

FULLTEXT SEARCH

NEW:Advanced Search

MSF >

Materials Science Forum KEM

>

Key Engineering Materials SSP

>

Solid State Phenomena DDF

>

Defect and Diffusion Forum AMM

>

Applied Mechanics and Materials AMR

>

Advanced Materials Research AST

>

Advances in Science and Technology JNanoR

>

Journal of Nano Research JBBTE

>

Journal of Biomimetics, Biomaterials, and Tissue Engineering JMNM

>

Journal of Metastable and Nanocrystalline Materials JERA

>

International Journal of Engineering Research in Africa AEF

(2)

Advanced Engineering Forum NH

>

Nano Hybrids > @scientific.net CONFERENCE

11/4/2013 - 11/7/2013

The 8th International Conferen 10/24/2013 - 10/27/2013 ICMERA - International Confe 10/8/2013 - 10/9/2013

International Conference on Ex more...

Behaviour of C

Trapezoid Web

Sub-Assemblage

Journal Advanced Mater

Volume Advanced Buildi

Edited by Guangfan Li, Yon

Pages 1271-1274

DOI 10.4028/www.sc

Citation Saggaff Anis et a

Online sinceMay, 2011

Authors Saggaff Anis,Ma

Siang Tan,Ahma

Keywords Composite Beam

Section

Abstract

The objective of Trapezoid Web P resistance and the connections. The S355 steel section scales testing set concluded that the reduced significa capacity of composi

um

rence on High-Performance Ceramics

onference on Mechanical Engineering, Robotics Extrusion and Benchmark (ICEB 2013)

of Composite Beam with

eb Profiled Steel Section

lage Frame

terials Research(Volumes 250 - 253) uilding Materials

Yong Huang and Chaohe Chen

.scientific.net/AMR.250-253.1271

et al., 2011, Advanced Materials Research, 250

Mahmood Md Tahir,Sulaiman Arizu,Poi Ngia hmad Beng Hong Kueh

am,Composite Connections,Trapezoid Web Pr of this paper is to present the behaviour of com b Profiled (TWP) steel section by determining t the deflection of the beam with composite and he TWP steel section is a built up section wher tion and the corrugated web of S275 steel section. setting-up as sub-assemblage frame have been c t the use of composite connection and extended

icantly the deflection and has significantly incre omposite beam.

ics and Aerospace

ith

tion in

250-253, 1271

gian Shek,Cher Profiled Steel omposite beam using ng the moment

nd non-composite here the flange is of ction. Three full

n carried out. It was nded end-plate has

(3)

Full Paper Get the full paper by clicking here

Share on email Share on facebook Share on twitter Share on linkedin Share on googlebuzz Share on live Share on livejournal More Sharing Services

(4)
(5)

Username: @scientific.ne Password:

(6)
(7)
(8)
(9)

Referensi

Dokumen terkait

DESIGN OF SPECIAL STEEL BEAM TO COLUMN CONNECTION ON THE SHORT SPAN DEEP BEAM (CONSIDERING SHEAR MOMENT INTERACTION)..

Current design code specifications for design of beam-to-column connections do not consider the effect of reduction in maximum developable moment capacity in the

To further assess the accuracy of the DSG beam elements, the profiles of deflection, rotation, bending moment, and shear force obtained using four elements were

To consider the influence of beam-column connection rigidity of bounding frame, the infill specimens included two moment-resisting steel frames with rigid beam-column connections and

CE 415 DESIGN OF STEEL STRUCTURES LECTURE 17 FLEXURAL MEMBER CONT... DEFLECTION OF BEAM copyright @Saurav Barua

3 1.5 Manfaat Penelitian Manfaat dari penilitian ini adalah untuk mendapatkan mengetahui karakteristik mekanik dari triangle honeycomb beam composite yang diharapkan dapat

Beam-Column Joints Under Bidirectional Loading NZSEE 2023 Annual Conference the structural rating of the building is the inadequate beam-column joint shear capacity, particularly

VIBRATION AND MODE SENSING OF A COMPOSITE BEAM USING FIBER BRAGG GRATING SENSOR ARRAYS Bon-Yong Koo, Chi-Young Ryu, Chang-Sun Hong and Chun-Gon Kim Department of Aerospace