International
Transaction Journal
of Engineering,
Management,&
Applied Sciences &
Technologies


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Vol.8(1) (January 2017)

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:: International Transaction Journal of Engineering, Management, & Applied Sciences & Technologies

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ISSN 2228-9860
eISSN 1906-9642


FEATURE PEER-REVIEWED ARTICLES

  • A Study on Bypass Road Selection: Case Study of a Southern Part of Nakornratchsima Ring-Road
  • Sayumpo Intapiw (Department of Civil Engineering, Faculty of Engineering, Thammasat University, Pathumtani, THAILAND ) Deeboon Methakullachat, ( Department of Civil Engineering, Faculty of Engineering, Kasetsart University, Bang Khen, THAILAND ) Sayan Sirimontree, and Boonsap Witchayangkoon * (Department of Civil Engineering, Faculty of Engineering, Thammasat University, Pathumtani, THAILAND )

    (Backup file)

    doi:

    Keywords: Google Earth; Remote Sensing .

    Abstract
    Remote sensing has been used as a tool to facilitate bypass road selection, in association with economic and engineering factors. This study focuses on a case study of Southern Part Nakornratchsima Ring-Road. Remote sensing image from Google Earth ® program is used in connection with the 1:50,000 base map. Road geometric design is considered for horizontal and vertical curves on each bypass road. Scoring system has been developed in order to assist the selection.

  • Behaviors under Static Load of Precast Concrete Beam to Column Connections
  • Sayan Sirimontree (Department of Civil Engineering, Faculty of Engineering, Thammasat University, THAILAND )

    (Backup file)

    doi:

    Keywords: precast connection, mode of failure, ductility, flexural stiffness.

    Abstract
    Beam-column connections in precast building systems need to be adequately design to prevent sudden failure of overall structures due to connection failure in the case of overloading beyond elastic range. Internal forces in structural element can be developed to its strength without prior failure of connections loading to ductile failure. In this work, new type of beam-column connection has been design and developed to resist bending moment comparing to beam-column connection which cast monolithically. The experiments are performed to study flexural behaviors of beam-column connections in terms of moment-rotation relationship, flexural strength, ductility and mode of failure. The results show that, similar linear relationship and flexural stiffness of two type of connection id found prior to cracking. Difference nonlinear moment-rotation relationship of two types of connection is found in the inelastic range after cracking stage. However, flexural strength and ductility are not significantly differ from each other. Flexural strength can be predicted accurately by strain compatibility method.

Many more manuscripts are under the peer review process.

Many more manuscripts are under the peer review process.

 


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After the peer-review process (4-10 weeks), articles will be on-line published in the available next issue.  However, the International Transaction Journal of Engineering, Management, & Applied Sciences & Technologies cannot guarantee the exact publication time as the process may take longer time, subject to peer-review approval and adjustment of the submitted articles.

 

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