| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A Comparative Test Study of the Impact Performances of Stainless-Steel Rebar Equal-Strength Replacement Piers
|
Zhou, Xiwu
|
|
|
20 |
1 |
p. 67-79
|
artikel
|
| 2 |
A Practical Method for the Elastic Buckling Design of Network Arch Bridges
|
Lonetti, Paolo
|
|
|
20 |
1 |
p. 311-329
|
artikel
|
| 3 |
Artificial Neural Networks (ANN) Based Compressive Strength Prediction of AFRP Strengthened Steel Tube
|
Djerrad, Abderrahim
|
|
|
20 |
1 |
p. 156-174
|
artikel
|
| 4 |
A Study of the Cumulative Impact Forces of Stainless-Steel Reinforced Concrete Pier
|
Zhou, Xiwu
|
|
|
20 |
1 |
p. 13-22
|
artikel
|
| 5 |
Compression, Shear and Bending Performance of X-type Lattice Truss Panel Structure by Theoretical Method and Simulation
|
Zhang, Qian
|
|
|
20 |
1 |
p. 259-271
|
artikel
|
| 6 |
Deformation Analysis of Engineering Reinforcement Straightening Based on Bauschinger Effect
|
Li, Songhua
|
|
|
20 |
1 |
p. 1-12
|
artikel
|
| 7 |
Derivation of Elastic Constants for Orthotropic Plates
|
Momčilović, Nikola
|
|
|
20 |
1 |
p. 330-342
|
artikel
|
| 8 |
Effective Notch Stress Approach-Based Fatigue Evaluation of Rib-to-Deck Welds Including Pavement Surfacing Effects
|
Wang, Qiudong
|
|
|
20 |
1 |
p. 272-286
|
artikel
|
| 9 |
Experimental Study of Composite Steel Plate Shear Wall with Flush End-Plate Connection
|
Yu, Jin-Guang
|
|
|
20 |
1 |
p. 136-155
|
artikel
|
| 10 |
Experimental Study on Fire Behavior of Steel–Concrete Composite Cellular Beams with Large Opening Ratio
|
Sunar Bükülmez, Pınar
|
|
|
20 |
1 |
p. 207-231
|
artikel
|
| 11 |
Fatigue Investigation on Railway Wheel Steel with White Etching Layer
|
Zhang, Y. M.
|
|
|
20 |
1 |
p. 80-88
|
artikel
|
| 12 |
Free Vibration Analysis of Thin Circular Cylindrical Shell with Closure Using Finite Element Method
|
Rawat, Aruna
|
|
|
20 |
1 |
p. 175-193
|
artikel
|
| 13 |
Hysteretic Analysis and a Simplified Model of Buckling Restrained Steel Plate Shear Walls
|
Guo, Lanhui
|
|
|
20 |
1 |
p. 121-135
|
artikel
|
| 14 |
Improved Analytical Method to Investigate the Dynamic Characteristics of Composite Box Beam with Corrugated Webs
|
Feng, Yulin
|
|
|
20 |
1 |
p. 194-206
|
artikel
|
| 15 |
Improved Method for Shape Finding of Long-Span Suspension Bridges
|
Song, Chaolin
|
|
|
20 |
1 |
p. 247-258
|
artikel
|
| 16 |
Influence of Multiple Earthquakes on Single-Layer Reticulated Dome and Its Shaking-Table Test
|
Zhang, Ying-Nan
|
|
|
20 |
1 |
p. 101-120
|
artikel
|
| 17 |
Influence of Multiple Earthquakes on Single-Layer Reticulated Dome and Its Shaking-Table Test
|
Zhang, Ying-Nan
|
|
|
20 |
1 |
p. 101-120
|
artikel
|
| 18 |
Natural Rubber Bearing Incorporated with Steel Ring Damper (NRB-SRD)
|
Sheikhi, Javad
|
|
|
20 |
1 |
p. 23-34
|
artikel
|
| 19 |
Nonlinear Buckling Analysis of Cones with Rectangular Cutouts, Numerical and Experimental Investigation
|
Renani, Mohammad Javad Kabiri
|
|
|
20 |
1 |
p. 35-45
|
artikel
|
| 20 |
Numerical Study and Multi-objective Optimization of an Energy Absorbing Connector with Curved Plate and Aluminum Foam
|
Wang, Yonghui
|
|
|
20 |
1 |
p. 287-299
|
artikel
|
| 21 |
Petrochemical Steel Pipe Rack: Critical Assessment of Existing Design Code Provisions and a Case Study
|
Di Sarno, Luigi
|
|
|
20 |
1 |
p. 232-246
|
artikel
|
| 22 |
Safety Assessment of Eurocode 3 Stability Design Rules for Prismatic Members in Bending and Compression
|
Simões da Silva, Luís
|
|
|
20 |
1 |
p. 343-354
|
artikel
|
| 23 |
Seismic Performance Evaluation of SSMF with Simple Beam–Column Connections Under the Base Level
|
Shabani, Amirhosein
|
|
|
20 |
1 |
p. 89-100
|
artikel
|
| 24 |
Seismic Rehabilitation of Tall Steel Moment Resisting Frames Damaged by Fire with SMA-Based Hybrid Friction Damper
|
Shakeri, Javad
|
|
|
20 |
1 |
p. 46-66
|
artikel
|
| 25 |
Shear Performance of Short Channel Connectors in a Steel-UHPC Composite Deck
|
Zhao, Qiu
|
|
|
20 |
1 |
p. 300-310
|
artikel
|
| 26 |
Strength and Behavior According to Leg Frame Shape Variations of an Electric Transmission Tower
|
Kim, Woo Bum
|
|
|
20 |
1 |
p. 355-363
|
artikel
|
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