nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('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 |
artikel |
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 |
artikel |
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 |
artikel |
4 |
Behaviour of Steel Deep Beams in Moment Frames with Web Opening Subjected to Lateral Loading
|
Hoseinzadeh Asl, Masoud |
|
|
20 |
5 |
p. 1482-1497 |
artikel |
5 |
Capacity Difference of Circular Hollow Section X-joints Under Brace Axial Compression and Tension
|
Zhao, Bida |
|
|
20 |
5 |
p. 1443-1453 |
artikel |
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 |
artikel |
7 |
Design Optimization of Tapered Steel Wind Turbine Towers by QPSO Algorithm
|
Furlanetto, Augusto |
|
|
20 |
5 |
p. 1552-1563 |
artikel |
8 |
Detection of Fracture in Steel Members of Building Structures by Microstrain Measurement
|
Iyama, Jun |
|
|
20 |
5 |
p. 1720-1729 |
artikel |
9 |
Development of Modified Ibarra–Krawinkler Deterioration Model for One-Story Steel Plate Shear Wall
|
Bamshad, Omid |
|
|
20 |
5 |
p. 1730-1754 |
artikel |
10 |
Effect of Temperature-Induced Moment-Shear Interaction on Fire Resistance of Steel Beams
|
Naser, Mohannad Zeyad |
|
|
20 |
5 |
p. 1540-1551 |
artikel |
11 |
Experimental and Numerical Investigation on Stiffened Rectangular Hollow Flange Beam
|
Shao, Yong Bo |
|
|
20 |
5 |
p. 1564-1581 |
artikel |
12 |
Experimental Investigation of Block Shear Failure in a Single Angle Tension Member
|
Dhanuskar, Jagdish R. |
|
|
20 |
5 |
p. 1636-1650 |
artikel |
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 |
artikel |
14 |
Geometric Imperfection Distributions of Existing Reticulated Shells: Theoretical and Experimental Analysis
|
Wu, Jun |
|
|
20 |
5 |
p. 1606-1617 |
artikel |
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 |
artikel |
16 |
Local Strain-Based Low-Cycle Fatigue Assessment of Joint Structure in Steel Truss Bridges During Earthquakes
|
Jiang, Chao |
|
|
20 |
5 |
p. 1651-1662 |
artikel |
17 |
Modeling and Dynamic Response of Curved Steel–Concrete–Steel Sandwich Shells Under Blast Loading
|
Meng, Lingzhao |
|
|
20 |
5 |
p. 1663-1681 |
artikel |
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 |
artikel |
19 |
Optimal Design Parameters of Stiffeners for Improving Seismic Performance of Links in EBFs
|
Mojarad, Masood |
|
|
20 |
5 |
p. 1765-1782 |
artikel |
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 |
artikel |
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 |
artikel |
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 |
artikel |
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 |
artikel |
24 |
Research on a New Class of Planar Tensegrity Trusses Consisting of Repetitive Units
|
Li, Sili |
|
|
20 |
5 |
p. 1582-1595 |
artikel |
25 |
Robustness Analysis of a Flexible Cable-Strut Tensile Structure
|
Chen, Lian-meng |
|
|
20 |
5 |
p. 1755-1764 |
artikel |
26 |
Steel Bridge Construction of Hong Kong–Zhuhai–Macao Bridge
|
Gao, Wen-bo |
|
|
20 |
5 |
p. 1498-1508 |
artikel |