国家高新技术企业
杭州市西湖区优秀创新人才“325”计划入选单位
杭州市高层次人才项目

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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
Probabilistic performance assessment of airtightness in concrete tube structures

Authors:Chan-Hee Park,Joong-Ho Synn,Joonam Park

Keywords:concrete tube,vacuum tube,airtightness,probabilistic analysis

DOI:10.1007/s12205-015-0735-z

Received:2014-11-28 ; Accepted:2015-05-14 ; Online:2015-08-21

- 2016 4.9 5.6
Structural performance of final lining according to the rock load shape

Authors:Jungjoo Kim,Jonguk Kim,Woojin Lim,Hankyu Yoo

Keywords:rock load shape,stability,serviceability,crack opening,final lining

DOI:10.1007/s12205-015-0308-1

Received:2015-04-17 ; Accepted:2015-07-10 ; Online:2015-08-21

- 2016 2.1 2.8
Satisfactory margin of safety against shear failure of lightweight reinforced concrete beams: 3D finite element modeling

Authors:Rajai Z. Al-Rousan

Keywords:lightweight concrete beam,shear,NLFEA,shear span to depth ratio,shear stirrups spacing,cracking

DOI:10.1007/s12205-015-0144-3

Received:2015-02-17 ; Revised:2015-05-27 ; Accepted:2015-07-14 ; Online:2015-08-21

- 2016 2.8 4.9
Developing a PLS path model to investigate the factors influencing safety performance improvement in construction organizations

Authors:S. Shanmugapriya,K. Subramanian

Keywords:Safety performance,PLS-SEM,Structural equation modelling,Measurement model,Structural model,Smart PLS

DOI:10.1007/s12205-015-0442-9

Received:2014-08-06 ; Revised:2014-12-31 ; Accepted:2015-07-13 ; Online:2015-08-21

- 2016 4.4 11.4
Mechanical properties of oil palm shell lightweight aggregate concrete containing palm oil fuel ash as partial cement replacement

Authors:K. Muthusamy,N. A. Zamri

Keywords:oil palm shell,palm oil fuel ash,partial cement replacement,different curing regime compressive strength,flexural strength

DOI:10.1007/s12205-015-1104-7

Received:2015-02-04 ; Revised:2015-05-06 ; Accepted:2015-07-07 ; Online:2015-08-21

- 2016 2.6 5.1
An analogy between various machine-learning techniques for detecting construction materials in digital images

Authors:Abbas Rashidi,Mohamad Hoseyn Sigari,Marcel Maghiar,David Citrin

Keywords:digital images,Multilayer Perceptron (MLP),Radial Basis Function (RBF),Support Vector Machine (SVM),Construction Materials,Detection

DOI:10.1007/s12205-015-0726-0

Received:2014-11-26 ; Revised:2015-04-07 ; Accepted:2015-06-16 ; Online:2015-08-21

- 2016 3.9 6.7
Finite element analysis of the non-uniform behavior of structured clay under shear

Authors:Jirayut Suebsuk,Suksun Horpibulsuk,Martin D. Liu

Keywords:clays,structured clay,destructuring,strain localization,finite element analysis,modified structured cam clay,structure of soils

DOI:10.1007/s12205-015-0009-9

Received:2015-01-05 ; Accepted:2015-04-02 ; Online:2015-08-21

- 2016 2.2 2.9
Coupled flutter analysis of long-span bridges using full set of flutter derivatives

Authors:Tan-Van Vu,Young-Min Kim,Hak-Eun Lee

Keywords:long-span bridges,coupled flutter,direct analysis,multi-mode analysis,complex eigenvalue analysis,state space method

DOI:10.1007/s12205-015-0271-x

Received:2015-04-06 ; Accepted:2015-07-03 ; Online:2015-08-21

- 2016 2.2 2.9
Lapped-steel effects on bridge pier behavior under moderate near-fault motions

Authors:Young S. Chung,Ho J. Shin,Yong K. Park,Sang Y. Lee

Keywords:bridge pier,near-fault ground motion,reinforced concrete,lap splice,displacement ductility,shake table test

DOI:10.1007/s12205-015-0795-0

Received:2015-01-16 ; Revised:2015-04-11 ; Accepted:2015-05-27 ; Online:2015-08-14

- 2016 2.4 4.4
Effect of metakaolin on the chloride ingress properties of concrete

Authors:R. M. Ferreira,J. P. Castro-Gomes,P. Costa,R. Malheiro

Keywords:concrete,durability,metakaolin,chloride,diffusion,migration,electrical resistivity,mercury intrusion porosimetry

DOI:10.1007/s12205-015-0131-8

Received:2014-03-11 ; Revised:2014-11-26 ; Accepted:2015-06-08 ; Online:2015-08-14

- 2016 8.2 15.1