nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
1 |
A Linear Approach for Sizing Optimization of Isostatic Trussed Structures Subjected to External and Self-Weight Loads
|
Martins, Flavio Avila Correia |
|
2018 |
19 |
4 |
p. 1146-1157 |
artikel |
2 |
A New Model of Fatigue Crack Growth Rate Considering Mean Stress Effects Due to Locked-In Stress
|
Choi, Yoo |
|
2018 |
19 |
4 |
p. 1099-1111 |
artikel |
3 |
An Investigation on Ultimate Strength of High Strength Aluminum Alloys Four-Bolted Connections with Out-of-plane Deformation
|
Hwang, BoKyung |
|
2018 |
19 |
4 |
p. 1158-1170 |
artikel |
4 |
A Review of the Fatigue Strength of Shear Bolted Connections
|
Zampieri, Paolo |
|
2018 |
19 |
4 |
p. 1084-1098 |
artikel |
5 |
Cyclic Perofrmance of Easy Quality (EQ) Moment Connections as an Intermediate Steel Moment Frame
|
Hong, Jong-Kook |
|
2019 |
19 |
4 |
p. 1272-1282 |
artikel |
6 |
Design of Optimal Slit Steel Damper Under Cyclic Loading for Special Moment Frame by Cuckoo Search
|
Zabihi-Samani, Masoud |
|
2019 |
19 |
4 |
p. 1260-1271 |
artikel |
7 |
Effect of Loading History and Restraining Parameters on Cyclic Response of Steel BRBs
|
Ghowsi, Ahmad Fayeq |
|
2018 |
19 |
4 |
p. 1055-1069 |
artikel |
8 |
Effect of Shear and Distortion Deformations on Lateral Buckling Resistance of Box Elements in the Framework of Eurocode 3
|
Saoula, Abdelkader |
|
2019 |
19 |
4 |
p. 1302-1316 |
artikel |
9 |
End Plate–Stiffener Connection for SHS Column and RHS Beam in Steel-Framed Building Modules
|
Luo, Fu Jia |
|
2019 |
19 |
4 |
p. 1353-1365 |
artikel |
10 |
Experimental and Analytical Study for Plastic Moment Capacity of Beam–Beam Splice Connection
|
Kollipara, V. Ramana |
|
2019 |
19 |
4 |
p. 1202-1208 |
artikel |
11 |
Experimental and Analytical Study on Local Buckling Behavior of High Strength Steel Welded I-Section Beams
|
Shi, Yongjiu |
|
2019 |
19 |
4 |
p. 1171-1190 |
artikel |
12 |
Fatigue Behaviour Study of the Shear Stud Using Crack Box Technology and M Integral Method
|
Xu, Jun |
|
2019 |
19 |
4 |
p. 1249-1259 |
artikel |
13 |
Integrated FEM and CFD Simulation for Offshore Wind Turbine Structural Response
|
Seo, Junwon |
|
2019 |
19 |
4 |
p. 1112-1124 |
artikel |
14 |
Investigation of the Seismic Behavior of Brace Frames with New Corrugated All-Steel Buckling Restrained Brace
|
Ebadi Jamkhaneh, Mehdi |
|
2019 |
19 |
4 |
p. 1225-1236 |
artikel |
15 |
Methodology for Predicting the Alternate Block Shear Failure of Beams in Bolted Flange Plate and Double Tee Moment Connections
|
Helwe, Mazen B. |
|
2019 |
19 |
4 |
p. 1317-1330 |
artikel |
16 |
Multi-scale Modeling for the Stress Analysis of Acrylic Joints in a Hybrid Structure
|
Zheng, Yanfeng |
|
2018 |
19 |
4 |
p. 1134-1145 |
artikel |
17 |
Numerical Modelling of Energy Dissipative Steel Cushions
|
Gullu, Ahmet |
|
2019 |
19 |
4 |
p. 1331-1341 |
artikel |
18 |
Re-centering Capability of Inverted-Y Dual Eccentrically Braced Frame
|
Gomaa, Amir |
|
2019 |
19 |
4 |
p. 1283-1294 |
artikel |
19 |
Seismic Behavior of Steel Frames Equipped with Comb-Teeth Metallic Yielding Dampers
|
Garivani, S. |
|
2018 |
19 |
4 |
p. 1070-1083 |
artikel |
20 |
Seismic Isolation Research on a Double-Layer lattice Structure Using Shaking Table Tests
|
Zhang, Chen-xiao |
|
2019 |
19 |
4 |
p. 1237-1248 |
artikel |
21 |
Seismic Rehabilitation of Steel Frame Connections Through Asymmetrically Weakening the Beam
|
Bahirai, Mohammad |
|
2019 |
19 |
4 |
p. 1209-1224 |
artikel |
22 |
Slip Coefficient and Ultimate Strength of High-Strength Bolted Friction Joints with Compact Bolt Spacing and Edge Distance
|
Kiyokawa, Shogo |
|
2019 |
19 |
4 |
p. 1191-1201 |
artikel |
23 |
Structural Behaviour and Mechanical Properties of Welded Steel I-Girders with Corrugated Webs
|
Lin, Xuqun |
|
2019 |
19 |
4 |
p. 1342-1352 |
artikel |
24 |
Temperature and Structural Analysis of Omega Clip
|
Flodr, Jakub |
|
2019 |
19 |
4 |
p. 1295-1301 |
artikel |
25 |
The Effects of Mid-Span Connection Specifications on Compressive Performance of Cross (X) Braces
|
Mahmoudi, Mussa |
|
2018 |
19 |
4 |
p. 1125-1133 |
artikel |