Zhu, Ruijie Li, Feng Zhao, Zhiqin Wang, Xingzhong
Published in
KSCE Journal of Civil Engineering
This erratum is published to notify a correction in the title of the article. See the corrected version below: Errata: The original version of this article: A Novel Nonlinear Link Element for Direct Second-Order Analysis of Trusses Assembled by Weak Shear Was altered as: A Novel Nonlinear Link Element for Direct Second-Order Analysis of Trusses Ass...
Fahmy, Ahmed Shamel Swelem, Sherine Mostafa Mussttaf, Hadi Hasan
Published in
KSCE Journal of Civil Engineering
The main purpose of this paper is to study the structural behavior of cold-formed steel connections. Five specimens of cold-formed beam to column connections are studied. The beams are connected to the columns by using two different shapes of gusset plates and self-drilling screws. Experimental tests on these cold-formed connections are carried out...
Jung, Jaeyoung Hwang, Jin Hwan Borthwick, Alistair G. L.
Published in
KSCE Journal of Civil Engineering
A numerical wave tank equipped with a piston type wave-maker is presented for long-duration simulations of long waves in shallow water. Both wave maker and tank are modelled using the nonlinear shallow water equations, with motions of the numerical piston paddle accomplished via a linear mapping technique. Three approaches are used to increase comp...
Almasslawi, Ahmed Ekmekyapar, Talha AL-Eliwi, Baraa J. M.
Published in
KSCE Journal of Civil Engineering
The Editor-in-Chief of the KSCE Journal of Civil Engineering has retracted the article “Repair of Buckled Concrete Filled Steel Tube Columns Subjected to Axial Compression” published in Volume 24, No. 5, May 2020. After a thorough investigation, it has been established that consent was not obtained from the co-authors prior to the submission of the...
Jin, Song Li, Zhongcheng Lan, Tianyun Dong, Zhanfa Gong, Jinxin
Published in
KSCE Journal of Civil Engineering
Prestressed concrete containment vessel act as a reliable leak tight barrier during the accident conditions. There is a growing demand to study nonlinear behavior of containment structure under severe accident loads in depth. This paper presents nonlinear finite element analysis of prsestressed concrete containment vessel under severe accident load...
Bakshi, Kaustav Chakravorty, Dipankar
Published in
KSCE Journal of Civil Engineering
Thin laminated composite conoidal shell roofs are popular among civil engineers due to its stiff, singly ruled and aesthetically appealing geometry. Such surfaces may undergo large displacements under transverse static overloading. Since no researchers reported failure of laminated conoids using nonlinear strains the authors aim to fill the void in...
Abbas, Ali Choi, Minji Seo, JoonOh Cha, Seung Hyun Li, Heng
Published in
KSCE Journal of Civil Engineering
This erratum is published to notify a correction in figure 1 and the addition of a citation, Du et al. 2016. See the corrected version below:
Almasslawi, Ahmed Ekmekyapar, Talha AL-Eliwi, Baraa J.M.
Published in
KSCE Journal of Civil Engineering
Concrete filled steel tube (CFST) columns are the main loaded elements in the structures as they provoke the superior mechanical properties of constituent materials. However, concrete filled double steel tube (CFDST) columns refer to a new type of composite elements which have very high level of fire resistance and the potential to be implemented i...
Almasslawi, Ahmed Ekmekyapar, Talha AL-Eliwi, Baraa J.M.
Published in
KSCE Journal of Civil Engineering
Concrete filled steel tube (CFST) columns are the main loaded elements in the structures as they provoke the superior mechanical properties of constituent materials. However, concrete filled double steel tube (CFDST) columns refer to a new type of composite elements which have very high level of fire resistance and the potential to be implemented i...
Chen, Junhao Li, Yanlong Wen, Lifeng Bu, Peng Li, Kangping
Published in
KSCE Journal of Civil Engineering
The axial compression test of concrete with different initial cracks under hydrostatic pressure is carried out. The fracture propagation is analyzed based on the bearing state as well as the apparent phenomena of the specimens, and the failure modes and morphologies are further elaborated. The test results show that with the increase of the hydrost...
