| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A Developed Transfer Matrix Method for Analysis of Elastic–Plastic Behavior of Structures
|
Sun, Jianpeng
|
|
|
21 |
5 |
p. 1620-1629
|
artikel
|
| 2 |
Analytical and Design Method for the Global Stability of Modular Steel Buildings
|
Chen, Zhihua
|
|
|
21 |
5 |
p. 1741-1758
|
artikel
|
| 3 |
Application of Semi-active TMD to Tilted High-Rise Building Structure Subjected to Seismic Loads
|
Kim, Hyun-Su
|
|
|
21 |
5 |
p. 1671-1679
|
artikel
|
| 4 |
Block Shear Strength of Double-Lap Welded Connections in Mild Carbon Steel Plate
|
Cho, YongHyun
|
|
|
21 |
5 |
p. 1894-1909
|
artikel
|
| 5 |
Bolt Loosening Localization at Flange Joints Using Wind-Induced Response for High-Rise Tower
|
Ji, Baifeng
|
|
|
21 |
5 |
p. 1790-1803
|
artikel
|
| 6 |
Buckling Analysis of Groove Corroded Pipe Due to Axial Pressure with Finite Element Method
|
Rajabiani, Ehsan
|
|
|
21 |
5 |
p. 1723-1740
|
artikel
|
| 7 |
Cellular U-Shaped Steel Combination Column Seismic Performance Analysis
|
Li, Yunfeng
|
|
|
21 |
5 |
p. 1662-1670
|
artikel
|
| 8 |
Effect of Using High Damping Rubber Bearings for Seismic Isolation of the Buildings
|
Deringöl, Ahmet Hilmi
|
|
|
21 |
5 |
p. 1698-1722
|
artikel
|
| 9 |
Effects of Loading Rates on the Hysteretic Response of Resilient Variable Friction Dampers
|
Wang, Yongwei
|
|
|
21 |
5 |
p. 1550-1563
|
artikel
|
| 10 |
Experimental and Numerical Study on the Nonlinear Behavior of Strengthened Beams Under High Preload
|
Zhao, Jingxian
|
|
|
21 |
5 |
p. 1564-1587
|
artikel
|
| 11 |
Experimental Investigation of Vibratory and Acoustical Behavior of Multiple-Unit Impact Dampers in Free Vibration Reduction
|
Safaeifar, Hossein
|
|
|
21 |
5 |
p. 1515-1549
|
artikel
|
| 12 |
Finite Element Modeling of Steel–Concrete–Steel Sandwich Beams with Bolt Connectors Under Drop Weight Impact
|
Sah, Tilak Prasad
|
|
|
21 |
5 |
p. 1878-1893
|
artikel
|
| 13 |
Numerical Study on Stress Intensity Factors for Stud Connectors of Steel–Concrete Connection
|
Wang, Da
|
|
|
21 |
5 |
p. 1775-1789
|
artikel
|
| 14 |
Parametric Study on Cyclic Behavior of Modular Assembly Composite Walls with Connection to Boundary Beam
|
Ou, Tong
|
|
|
21 |
5 |
p. 1605-1619
|
artikel
|
| 15 |
Prediction of Ultimate Bearing Capacity and Structural Optimization of Aluminum Alloy Plate Joints Based on Artificial Neural Network
|
Zhong, Chang-jun
|
|
|
21 |
5 |
p. 1759-1774
|
artikel
|
| 16 |
Response Modification Factor and Displacement Amplification Factor of Y-Shaped Eccentrically Braced High-Strength Steel Frames
|
Shen, Li
|
|
|
21 |
5 |
p. 1823-1844
|
artikel
|
| 17 |
Selection of New Type Radial Steel Gate and Analysis of Static and Dynamic Characteristics
|
Zhonghao, Zhang
|
|
|
21 |
5 |
p. 1630-1643
|
artikel
|
| 18 |
Shear strength investigation of connections between RC and strengthened steel frames
|
Kim, Seonwoong
|
|
|
21 |
5 |
p. 1845-1858
|
artikel
|
| 19 |
Static Performance and Elastic Buckling Analysis of Stiffened Plates with Flat Flanges
|
Gui, Chengzhong
|
|
|
21 |
5 |
p. 1588-1604
|
artikel
|
| 20 |
Static Stability Analysis of Single-Layer Reticulated Spherical Shell with Kiewitt-Sunflower Type
|
Yu, Peng
|
|
|
21 |
5 |
p. 1859-1877
|
artikel
|
| 21 |
Stiffened Trapezoidally-Corrugated Plates in Open-Section Shear Walls
|
Talaeitaba, Sayed Behzad
|
|
|
21 |
5 |
p. 1644-1661
|
artikel
|
| 22 |
Study on Ultimate Capacity of Steel H-Section Members Under Combined Biaxial Bending and Axial Force
|
Cheng, Xin
|
|
|
21 |
5 |
p. 1804-1822
|
artikel
|
| 23 |
The Wall–Frame Interaction Effect in Corrugated Steel Plate Shear Walls Systems
|
Vaziri, Ehsan
|
|
|
21 |
5 |
p. 1680-1697
|
artikel
|
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