| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A Novel Comparative Study of European, Chinese and American Codes on Bolt Tightening Sequence Using Smart Bolts
|
You, Runzhou
|
|
|
20 |
3 |
p. 910-918
|
artikel
|
| 2 |
A Prefabricated Underground Cylindrical Garage and a Corresponding Stiffness Analysis
|
Zhang, Zhenbo
|
|
|
20 |
3 |
p. 954-968
|
artikel
|
| 3 |
Behaviour and Design of Lean Duplex Stainless Steel (LDSS) Beams with Web Openings Under Pure Bending
|
Lepcha, Karma Hissey
|
|
|
20 |
3 |
p. 1052-1068
|
artikel
|
| 4 |
Coupling Effect of Nodal Deviation and Member Imperfection on Load-Carrying Capacity of Single-Layer Reticulated Shell
|
Li, Hui-jun
|
|
|
20 |
3 |
p. 919-930
|
artikel
|
| 5 |
Cyclic Behavior of Steel Frame Joints in the Offshore Atmospheric Environment
|
Xu, Qiang
|
|
|
20 |
3 |
p. 870-884
|
artikel
|
| 6 |
Design of Rupture Strength of Side Blocks in Elevated Steel Girder Bridges with Elastomeric Bearings
|
Mustafa, Samim
|
|
|
20 |
3 |
p. 885-896
|
artikel
|
| 7 |
Dynamic Analysis of a Steel Floor System with Dry Slabs Subjected to Vibrations Due to Human Walking
|
Ribeiro, Priscilla I. S.
|
|
|
20 |
3 |
p. 969-984
|
artikel
|
| 8 |
Dynamic Modeling of Metal Columns with Open Thin-Walled Sections
|
de Melo, Weslley Imperiano Gomes
|
|
|
20 |
3 |
p. 833-855
|
artikel
|
| 9 |
Effect of Rib Geometry in Steel–Concrete Composite Beams with Deep Profiled Sheeting
|
Albarram, Ahmed
|
|
|
20 |
3 |
p. 931-953
|
artikel
|
| 10 |
Experimental and Numerical Investigation of Axial Tensile Strength of CHS X-Joints Reinforced with External Stiffening Rings
|
Zhao, Lei
|
|
|
20 |
3 |
p. 1003-1013
|
artikel
|
| 11 |
Experimental Study on Mechanical Behavior of Prefabricated PEC Composite Beams Under Cyclic Loading
|
Wu, Kai
|
|
|
20 |
3 |
p. 725-741
|
artikel
|
| 12 |
Factors Influencing Bond Properties in Concrete Encased Steel Columns at High Temperatures
|
Wang, Yuzhuo
|
|
|
20 |
3 |
p. 1040-1051
|
artikel
|
| 13 |
Finite Element Analysis on Seismic Behaviour of Novel Joint in Prefabricated Modular Steel Building
|
Khan, Kashan
|
|
|
20 |
3 |
p. 752-765
|
artikel
|
| 14 |
High-Temperature Thermal Properties of Sprayed and Infill-Type Fire-Resistant Materials Used in Steel-Tube Columns
|
Choi, In-Rak
|
|
|
20 |
3 |
p. 777-787
|
artikel
|
| 15 |
Laboratory Full-Scale Comparative Tests of Rigid and Flexible Foundations of Buried Steel Structures
|
Wysokowski, Adam
|
|
|
20 |
3 |
p. 808-816
|
artikel
|
| 16 |
Numerical and Experimental Study on Anti-slipping Performance of Cable Clamp for Two-Way Orthogonal Full Locked Coil Cables
|
Luo, Bin
|
|
|
20 |
3 |
p. 788-807
|
artikel
|
| 17 |
Numerical Investigation of the Behavior of MERO Joint System Under Combined Loading Regarding Helical Threads of Elements
|
Ebadi Jamkhaneh, Mehdi
|
|
|
20 |
3 |
p. 897-909
|
artikel
|
| 18 |
Numerical Simulation and Measurement of Welding Residual Stresses in Orthotropic Steel Decks Stiffened with U-Shaped Ribs
|
Gu, Ying
|
|
|
20 |
3 |
p. 856-869
|
artikel
|
| 19 |
Predicting the Demand of Shear Tab Connections with Composite Beams in Fire
|
Hajjar, Mohammad A.
|
|
|
20 |
3 |
p. 817-832
|
artikel
|
| 20 |
Seismic Analysis and Evaluation of Y-shaped EBF with an Innovative SSL-SSBC
|
Hu, Shujun
|
|
|
20 |
3 |
p. 1026-1039
|
artikel
|
| 21 |
Seismic Performance Evaluation of Steel Box-Column Connections with ESW Stiffeners
|
Chen, Chui-Hsin
|
|
|
20 |
3 |
p. 766-776
|
artikel
|
| 22 |
Studies on Axial Tensile Loading Capacity of CHS T-joints Reinforced with External Stiffening Rings
|
Huang, Shanshan
|
|
|
20 |
3 |
p. 742-751
|
artikel
|
| 23 |
Study of the Effect of Geometric Parameters of Steel Block Slit Dampers on Energy Absorption
|
Katal Mohseni, Peyman
|
|
|
20 |
3 |
p. 1069-1079
|
artikel
|
| 24 |
Study on Residual Stress Releasing of 316L Stainless Steel Welded Joints by Ultrasonic Impact Treatment
|
Hu, Xiaodong
|
|
|
20 |
3 |
p. 1014-1025
|
artikel
|
| 25 |
Time-Dependent Reliability Analysis of Oil Derrick Structures in Mechanism Failure Mode
|
Zheng, Yan
|
|
|
20 |
3 |
p. 985-1002
|
artikel
|
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