| no |
title |
author |
magazine |
year |
volume |
issue |
page(s) |
type |
| 1 |
A New Micromechanical Criterion for Ductile Fracture of G20Mn5QT Cast Steels Under Shear Stress
|
Yin, Yue
|
|
|
22 |
5 |
p. 1306-1321
|
article
|
| 2 |
Artificial Neural Network (ANN) Based Prediction of Ultimate Axial Load Capacity of Concrete-Filled Steel Tube Columns (CFSTCs)
|
Avci-Karatas, Cigdem
|
|
|
22 |
5 |
p. 1341-1358
|
article
|
| 3 |
Combined Effect of Bearing Stiffness of the Base Isolator and Damping Characteristics of the Viscous Damper on the Nonlinear Response of Buildings
|
Deringöl, Ahmet Hilmi
|
|
|
22 |
5 |
p. 1497-1517
|
article
|
| 4 |
Evaluating the Symmetric Behavior of Single Superelastic SMA Rings with Circular and Elliptic Shapes
|
Ho, Ha Vinh
|
|
|
22 |
5 |
p. 1283-1305
|
article
|
| 5 |
Experimental and Numerical Analysis of the Construction Process for the Oblique Cantilevered Steel Reinforced Concrete Structure
|
Tao, Qinglin
|
|
|
22 |
5 |
p. 1402-1407
|
article
|
| 6 |
Experimental and Numerical Study of Pyramidal Steel Damper for Use in Frames with Diagonal Bracing
|
Labibi, Hossein
|
|
|
22 |
5 |
p. 1537-1556
|
article
|
| 7 |
Failure Criteria of Cellular Steel Beams Under Ambient and Elevated Temperature
|
Kotapati, Vijaya K.
|
|
|
22 |
5 |
p. 1557-1577
|
article
|
| 8 |
F.E.M Analysis of Static Tensile Properties of Corroded Steel Structure at Connections
|
Kim, In-Tae
|
|
|
22 |
5 |
p. 1614-1622
|
article
|
| 9 |
Finite Element Approach to Investigate and Mitigate the Lateral Movement of Steel Stack
|
Kumar, Abhishek
|
|
|
22 |
5 |
p. 1395-1401
|
article
|
| 10 |
Formulas for Stress Concentration Factors in T&Y Steel Tubular Joints Stiffened with FRP under Bending Moments
|
Sadat Hosseini, Alireza
|
|
|
22 |
5 |
p. 1408-1432
|
article
|
| 11 |
Framework for Calculating the Vertical Human-Induced Vibration of the Suspension Footbridge Under the Random Pedestrian Flow
|
Li, Yu
|
|
|
22 |
5 |
p. 1322-1340
|
article
|
| 12 |
Improving Progressive Collapse Performance of Steel Moment-Resisting Frames Through X-Bracing Slack Cables
|
Musavi-Z, Maryam
|
|
|
22 |
5 |
p. 1594-1613
|
article
|
| 13 |
Investigating the Behavior of Steel Flush Endplate Connections at Elevated Temperatures Using FEM and ANN
|
Tran, Viet-Linh
|
|
|
22 |
5 |
p. 1433-1451
|
article
|
| 14 |
Reduced Sloshing Effect in Steel Tanks
|
Cheng, Xuansheng
|
|
|
22 |
5 |
p. 1474-1496
|
article
|
| 15 |
Research on Local Buckling of Stainless Steel Lipped C-Section Beam Around Strong-Axis
|
Fan, Shenggang
|
|
|
22 |
5 |
p. 1359-1378
|
article
|
| 16 |
Seismic Resilience-Based Design Method for Hybrid Bridge Pier Under Four-Level Seismic Fortifications
|
Sun, Jianpeng
|
|
|
22 |
5 |
p. 1578-1593
|
article
|
| 17 |
Structural optimization of unsymmetrical eccentric load steel box girder based on new swarm intelligence optimization algorithm
|
Su, Shen
|
|
|
22 |
5 |
p. 1518-1536
|
article
|
| 18 |
Study on Control Criteria of Cable Length of Annular Crossed Cable-Truss Structure Based on Sensitive Analysis
|
Lu, Jian
|
|
|
22 |
5 |
p. 1379-1394
|
article
|
| 19 |
Test, 3D Scanning and FE Study on Flexural Behavior of Q550E HPS Beams Subjected to Local Corrosion at Mid-Span Region
|
Tang, Huang
|
|
|
22 |
5 |
p. 1452-1473
|
article
|
Journal description