| no |
title |
author |
magazine |
year |
volume |
issue |
page(s) |
type |
| 1 |
A Comparative Study on the Performance of FEM, RA and ANN Methods in Strength Prediction of Pallet-Rack Stub Columns
|
Lyu, ZhiJun
|
|
|
20 |
5 |
p. 1509-1526
|
article
|
| 2 |
A Generalized Analytical Method to Evaluate the Post-limit Properties of Joints in Bending Moment According to Eurocode3
|
Obeydi, Marzieh
|
|
|
20 |
5 |
p. 1465-1481
|
article
|
| 3 |
A Proposed Approach for Obtaining the Shear Centre and Monosymmetry Constant for an I-section Beam with a Welded Channel Cap
|
Mudenda, Kenny
|
|
|
20 |
5 |
p. 1796-1809
|
article
|
| 4 |
Behaviour of Steel Deep Beams in Moment Frames with Web Opening Subjected to Lateral Loading
|
Hoseinzadeh Asl, Masoud
|
|
|
20 |
5 |
p. 1482-1497
|
article
|
| 5 |
Capacity Difference of Circular Hollow Section X-joints Under Brace Axial Compression and Tension
|
Zhao, Bida
|
|
|
20 |
5 |
p. 1443-1453
|
article
|
| 6 |
Correction to: Study of the Effect of Geometric Parameters of Steel Block Slit Dampers on Energy Absorption
|
Mohseni, Peyman Katal
|
|
|
20 |
5 |
p. 1810
|
article
|
| 7 |
Design Optimization of Tapered Steel Wind Turbine Towers by QPSO Algorithm
|
Furlanetto, Augusto
|
|
|
20 |
5 |
p. 1552-1563
|
article
|
| 8 |
Detection of Fracture in Steel Members of Building Structures by Microstrain Measurement
|
Iyama, Jun
|
|
|
20 |
5 |
p. 1720-1729
|
article
|
| 9 |
Development of Modified Ibarra–Krawinkler Deterioration Model for One-Story Steel Plate Shear Wall
|
Bamshad, Omid
|
|
|
20 |
5 |
p. 1730-1754
|
article
|
| 10 |
Effect of Temperature-Induced Moment-Shear Interaction on Fire Resistance of Steel Beams
|
Naser, Mohannad Zeyad
|
|
|
20 |
5 |
p. 1540-1551
|
article
|
| 11 |
Experimental and Numerical Investigation on Stiffened Rectangular Hollow Flange Beam
|
Shao, Yong Bo
|
|
|
20 |
5 |
p. 1564-1581
|
article
|
| 12 |
Experimental Investigation of Block Shear Failure in a Single Angle Tension Member
|
Dhanuskar, Jagdish R.
|
|
|
20 |
5 |
p. 1636-1650
|
article
|
| 13 |
Experimental Study of the Ductility of a Submerged Arc Welded Corner Joint in a High-Performance Steel Built-Up Box Column
|
Yamada, Satoshi
|
|
|
20 |
5 |
p. 1454-1464
|
article
|
| 14 |
Geometric Imperfection Distributions of Existing Reticulated Shells: Theoretical and Experimental Analysis
|
Wu, Jun
|
|
|
20 |
5 |
p. 1606-1617
|
article
|
| 15 |
Influence of Brittle Fracture of Shear Connectors on Flexural Behavior of Steel–Plate Concrete Composite Beams Under Cyclic Loading
|
Lu, Bing
|
|
|
20 |
5 |
p. 1703-1719
|
article
|
| 16 |
Local Strain-Based Low-Cycle Fatigue Assessment of Joint Structure in Steel Truss Bridges During Earthquakes
|
Jiang, Chao
|
|
|
20 |
5 |
p. 1651-1662
|
article
|
| 17 |
Modeling and Dynamic Response of Curved Steel–Concrete–Steel Sandwich Shells Under Blast Loading
|
Meng, Lingzhao
|
|
|
20 |
5 |
p. 1663-1681
|
article
|
| 18 |
Monte Carlo Simulation Method for Pit Erosion Process of Cable Wire Based on Bi-plane Cellular Automata
|
Guo, Zeng-wei
|
|
|
20 |
5 |
p. 1527-1539
|
article
|
| 19 |
Optimal Design Parameters of Stiffeners for Improving Seismic Performance of Links in EBFs
|
Mojarad, Masood
|
|
|
20 |
5 |
p. 1765-1782
|
article
|
| 20 |
Parameters Effect on Predicting Fire Resistance of Ultra-high Strength Concrete Filled Protected Square Steel Tubular Columns
|
Lyu, Xiao
|
|
|
20 |
5 |
p. 1783-1795
|
article
|
| 21 |
Presentation of Critical Buckling Load Correction Factor of AISC Code on L-Shaped Composite Columns by Numerical and Experimental Analysis
|
Mousavi Davoudi, Seyed Ali
|
|
|
20 |
5 |
p. 1682-1702
|
article
|
| 22 |
Progressive Collapse Mechanism Analysis of Concrete-Filled Square Steel Tubular Column to Steel Beam Joint with Bolted–Welded Hybrid Connection
|
Wang, Jing-Xuan
|
|
|
20 |
5 |
p. 1618-1635
|
article
|
| 23 |
Rapid Stress Analytical Solutions of Steel Strips Subjected to Non-uniform Tensile Loads Based on New Symplectic Method
|
Yu, Haijun
|
|
|
20 |
5 |
p. 1596-1605
|
article
|
| 24 |
Research on a New Class of Planar Tensegrity Trusses Consisting of Repetitive Units
|
Li, Sili
|
|
|
20 |
5 |
p. 1582-1595
|
article
|
| 25 |
Robustness Analysis of a Flexible Cable-Strut Tensile Structure
|
Chen, Lian-meng
|
|
|
20 |
5 |
p. 1755-1764
|
article
|
| 26 |
Steel Bridge Construction of Hong Kong–Zhuhai–Macao Bridge
|
Gao, Wen-bo
|
|
|
20 |
5 |
p. 1498-1508
|
article
|
Journal description