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KSCE Journal of Civil Engineering

ISSN: 1226-7988

官网: http://link.springer.com/journal/12205

出版商: Springer

Description:

The KSCE Journal of Civil Engineering is a technical monthly journal of the Korean Society of Civil Engineers. The journal reports original study results (both academic and practical) on past practices and present information in all civil engineering fields. The journal publishes original papers within the broad field of civil engineering, which includes, but are not limited to, the following: coastal and harbor engineering, construction management, environmental engineering, geotechnical engineering, highway engineering, hydraulic engineering, information technology, nuclear power engineering, railroad engineering, structural engineering, surveying and geo-spatial engineering, transportation engineering, tunnel engineering, and water resources and hydrologic engineering. Both theoretical and practice-oriented papers, including case studies and reviews, are encouraged. From 2018, the journal will be published monthly including two special issues, consisting of 50 papers per issue.

Title Scholar cited Year Review Cycle Accept Cycle
Effect of moorings drag and inertia on response of spar platform

Authors：Mohammed Jameel,Abdulrahman Eyada Ibrahim,Suhail Ahmad,Mohd Zamin Jumaat

Keywords：hull-mooring interaction,spar platform,deep-water mooring lines,coupled dynamic analysis,floating structures

DOI：10.1007/s12205-017-0437-9

Received：2015-06-03 ; Revised：2016-04-20 ; Accepted：2016-11-19 ; Online：2017-02-17

- 2017 10.3 17.8
Exposure to fear: Changes in travel behavior during MERS outbreak in Seoul

Authors：Chansung Kim,Seung Hoon Cheon,Keechoo Choi,Chang-Hyeon Joh,Hyuk-Jin Lee

Keywords：MERS,disaster management,travel behavior,fear,life fixity

DOI：10.1007/s12205-017-0821-5

Received：2016-04-12 ; Revised：2016-10-03 ; Accepted：2017-01-02 ; Online：2017-02-17

- 2017 5.3 8.8
Numerical simulation of dynamic response of water in buried pipeline under explosion

Authors：Mohsen Parviz,Babak Aminnejad,Alireza Fiouz

Keywords：buried pipe,Lagrangian-Eulerian,LS-DYNA,pressure,stress

DOI：10.1007/s12205-017-0889-y

Received：2016-06-03 ; Accepted：2016-11-24 ; Online：2017-02-13

- 2017 5.1 5.8
Experimental investigations on VIV of bridge deck sections: A case study

Authors：Zeng-shun Chen,Si-meng Liu,Xian-feng Yu,Cun-ming Ma,Lei Liu

Keywords：bridge deck,Vortex Induced Vibrations (VIVs),aeroelastic test,turned mass damper

DOI：10.1007/s12205-017-0120-1

Received：2016-07-08 ; Revised：2016-11-02 ; Accepted：2016-12-05 ; Online：2017-02-13

- 2017 3.4 5
Supercritical flow simulation at a right channel junction. Comparison between a uniform and a sparse mesh

Authors：Sajjad Haider,Hamza Farooq Gabriel,Shaukat Ali Khan

Keywords：shallow water equations,flood modeling,disaster management,urban flooding,hydraulic jumps

DOI：10.1007/s12205-017-0811-7

Received：2016-04-06 ; Revised：2016-10-18 ; Accepted：2016-11-21 ; Online：2017-02-13

- 2017 6 7.6
An experimental study on joint performance of steel I-girders connected to inverted-T bent cap in fatigue testing

Authors：Zin Gon Ko,Heeyoung Lee,Woosung Bin,Zuog An,Wonseok Chung

Keywords：steel I-girder,joint performance,inverted-T bent cap,fatigue test,pre-stressing bar

DOI：10.1007/s12205-017-1373-4

Received：2016-08-21 ; Accepted：2016-12-20 ; Online：2017-02-13

- 2017 3.3 4
Empirical comparison of tour- and trip-based truck travel demand models

Authors：Hansoo Kim,Dongjoo Park

Keywords：truck demand model,trip-based model,tour-based model,destination choice

DOI：10.1007/s12205-017-0868-3

Received：2015-10-16 ; Revised：2016-08-21 ; Accepted：2016-11-16 ; Online：2017-02-13

- 2017 9.9 13.2
Optimal isosceles trapezoid cross section of laterally loaded piles based on friction soil arching

Authors：Junjie Wu,Changdong Li,Qingtao Liu,Fusong Fan

Keywords：landslide,laterally loaded pile,isosceles trapezoid cross-section,pile-soil interaction,reasonable net pile spacing

DOI：10.1007/s12205-017-1311-5

Received：2016-07-28 ; Accepted：2016-12-05 ; Online：2017-02-13

- 2017 3.6 4.3
Control of surface settlement by considering shield tunneling technology

Authors：Caihui Zhu

Keywords：control of surface settlement,shield tunneling technology,gap parameter,modified Peck formula

DOI：10.1007/s12205-017-0761-0

Received：2015-09-15 ; Revised：2016-08-08 ; Accepted：2016-12-12 ; Online：2017-02-13

- 2017 10.5 15.1
Nonlinear analysis of single reinforced concrete piles subjected to lateral loading

Authors：Ling-Yu Xu,Fei Cai,Guo-Xin Wang,Guo-Xing Chen,Yong-Yi Li

Keywords：lateral load,reinforced concrete pile,neutral axis,nonlinear fiber beam-column element,cracked flexural rigidity

DOI：10.1007/s12205-017-1010-2

Received：2015-12-02 ; Accepted：2016-12-06 ; Online：2017-02-13

- 2017 11.6 12.3