KSCE Journal of Civil Engineering

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Probabilistic solution to soil water evaporated flow equation
KSCE Journal of Civil Engineering - Tập 10 Số 1 - Trang 59-65 - 2006
Sangdan Kim
Seismic response of liquid storage steel tanks with variable frequency pendulum isolator
KSCE Journal of Civil Engineering - Tập 15 - Trang 1041-1055 - 2011
V. R. Panchal, R. S. Jangid
The seismic response of liquid storage steel tanks (slender and broad) isolated with Variable Frequency Pendulum Isolators (VFPIs) is investigated under normal component of six near-fault ground motions. The continuous liquid mass is lumped as convective mass, impulsive mass and rigid mass. The corresponding stiffness associated with these lumped masses is worked out depending upon the properties ...... hiện toàn bộ
Information technology utilization to improve project team-owner relationship and project performance
KSCE Journal of Civil Engineering - - 2015
Li-Ren Yang, Chung-Fah Huang
While prior research suggested a positive relationship between the use of particular Information Technology (IT) tools and organizational performance, very few published studies have attempted to assess the influence of IT usage on project team-owner relationship and the performance of capital facility projects. Thus, the first objective of this study is to validate a framework for assessing the a...... hiện toàn bộ
Seismic Active Earth Pressure of Infinite Width Backfilled Soil on Cantilever Retaining Wall with Long Relief Shelf under Translational Mode
KSCE Journal of Civil Engineering - Tập 27 - Trang 3285-3299 - 2023
Yun Que, Cheng-cheng Long, Fu-quan Chen
In the area of high seismic intensity, there were few methods for calculating active earth pressure (Ea). Especially for the cantilever retaining wall with long relief shelf (CRW-LRS), the theoretical method lags behind the practical engineering. The seismic active earth pressure (ES) of the CRW-LRS subject to translational mode was researched. By finite element method (FEM), the failure mode of t...... hiện toàn bộ
Assessment of Flow Through Clay-sand Liners using Laboratory Models
KSCE Journal of Civil Engineering - Tập 22 - Trang 1684-1690 - 2017
Muawia Dafalla, Ali Obaid
Three laboratory models were designed to simulate a field section of a clay sand liner. The laboratory models were designed to test 10 cm thick Al Qatif clay sand liners with clay content of 15%, 20% and 25% overlain by agricultural soil and underlain by granular sandy material. The percolation through the clayey layer was measured for repeated watering following variable drying periods. 30 tests ...... hiện toàn bộ
A Sphere Filling Algorithm for Irregular Aggregate Particle Generation based on Nonlinear Optimization Method
KSCE Journal of Civil Engineering - Tập 23 Số 1 - Trang 120-129 - 2019
Chunxiang Zhou, Hongzhi Yue, Yuhua Li, Miaomiao Zhang, Jiayin Liu, Shahroz Aijaz
Study on the Flexural Fatigue Performance of CFRP-OFBG Plate Reinforced Damaged Steel Beams
KSCE Journal of Civil Engineering - Tập 25 - Trang 4686-4697 - 2021
Langni Deng, Mengjun Zhong, Yang Liu, Ling Liao, Shijin Lai, Lizhen Lei, Zheng Zhou
This paper studies the flexural fatigue performance of damaged steel beams strengthened by carbon fiber reinforced plastic-optical fiber bragg grating (CFRP-OFBG) plates. By analyzing the test beam’s failure mechanism under cyclic loading and the strain data monitored by the CFRP-OFBG panel in real-time, a life prediction model based on cumulative fatigue damage is proposed. The test results show ...... hiện toàn bộ
A study on scan data matching for reverse engineering of pipes in plant construction
KSCE Journal of Civil Engineering - Tập 21 Số 6 - Trang 2027-2036 - 2017
Mina Lee, Seongki Lee, Soon-Wook Kwon, Sangyoon Chin
Hydraulic and Mechanical Coupling Analysis of Rough Fracture Network under Normal Stress and Shear Stress
KSCE Journal of Civil Engineering - Tập 26 - Trang 650-660 - 2021
Tianjiao Yang, Shuhong Wang, Pengyu Wang, Ze Zhang
The hydraulic and mechanical coupling characteristics of fracture networks under normal stress and shear stress were studied in this paper. The hydraulic and mechanical coupling model of the fracture network comprehensively considers the normal stress, shear stress, seepage pressure and roughness characteristics. Based on the boundary conditions and reasonable assumptions, COMSOL Multiphysics soft...... hiện toàn bộ
Estimation of Markovian transition probabilities for pavement deterioration forecasting
KSCE Journal of Civil Engineering - Tập 14 Số 3 - Trang 343-351 - 2010
Kiyoshi Kobayashi, Myungsik Do, Daeseok Han
Tổng số: 3,358   
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