no |
title |
author |
magazine |
year |
volume |
issue |
page(s) |
type |
1 |
Analysis of Shear Connector of Steel–Concrete Composite Box-Girder Bridge Considering Interfacial Bonding and Friction
|
Lin, Jian-Ping |
|
|
20 |
2 |
p. 452-463 |
article |
2 |
Analytical Study of Shear Buckling Behavior of Trapezoidal and Sinusoidal Corrugated Web Girders
|
Lee, Seo Haeng |
|
|
20 |
2 |
p. 525-537 |
article |
3 |
A New Method for Developing Seismic Collapse Fragility Curves Grounded on State-Based Philosophy
|
Baharvand, Aref |
|
|
20 |
2 |
p. 583-599 |
article |
4 |
Behaviour of Cold Formed Steel Built-Up Channel Columns Strengthened Using CFRP
|
Naganathan, Sivakumar |
|
|
20 |
2 |
p. 415-424 |
article |
5 |
Behaviour of Steel Frames Exposed to Different Fire Spread Scenarios
|
Ren, Wen |
|
|
20 |
2 |
p. 636-654 |
article |
6 |
Bilinear Load–Displacement Curve of Semi-supported Steel Shear Walls
|
Sadat Kholerdi, S. Ebrahim |
|
|
20 |
2 |
p. 504-524 |
article |
7 |
Buckling Analysis of Steel H Column with Thermal Gradient Along the Flanges
|
Yuan, Wei-bin |
|
|
20 |
2 |
p. 677-691 |
article |
8 |
CFRP Effect on the Buckling Behavior of Dented Cylindrical Shells
|
Aydin, Abdulkadir Cüneyt |
|
|
20 |
2 |
p. 425-435 |
article |
9 |
Cyclic Behaviour of Fully-Rigid and Semi-Rigid Steel Beam-to-Column Connections
|
Faridmehr, Iman |
|
|
20 |
2 |
p. 365-385 |
article |
10 |
Dynamic Instability Analysis of Axially Compressed Castellated Columns
|
Lei, Jin-song |
|
|
20 |
2 |
p. 559-566 |
article |
11 |
Experimental and Analytical Behavior of Square CFDST Column Blind Bolted to Steel Beam Connections
|
Wang, Jingfeng |
|
|
20 |
2 |
p. 612-635 |
article |
12 |
Experimental Study on Load-Bearing Capacities of Frame-Type Scaffolds Used in Precast Construction
|
Peng, Jui-Lin |
|
|
20 |
2 |
p. 400-414 |
article |
13 |
Investigation on the Collapse Behavior of Diagonal Stiffened Composite Plate Girders Subjected to Shear Loading
|
Hayatdavoodi, Aliakbar |
|
|
20 |
2 |
p. 386-399 |
article |
14 |
Low-Cycle Fatigue Crack Propagation Behavior of Cracked Steel Plates Considering Accumulative Plastic Strain
|
Song, Yuelin |
|
|
20 |
2 |
p. 538-547 |
article |
15 |
Numerical and Experimental Studies on Cyclic Behavior of Beam-to-Column Connection with Yielding Steel Damper
|
Molavi, Reza |
|
|
20 |
2 |
p. 480-492 |
article |
16 |
Offshore Triceratops Under Impact Forces in Ultra Deep Arctic Waters
|
Chandrasekaran, Srinivasan |
|
|
20 |
2 |
p. 464-479 |
article |
17 |
Predictive Formulation for the Ultimate Combinations of Axial Force and Bending Moment Attainable by Steel Members
|
Foraboschi, Paolo |
|
|
20 |
2 |
p. 705-724 |
article |
18 |
Presenting a New Detail for the Rigid Connection Between I-Shaped Beam and Concrete-Filled Steel Tube Column with Stiffened Channel Link
|
Tahamouli Roudsari, Mehrzad |
|
|
20 |
2 |
p. 655-667 |
article |
19 |
Pseudo-plastic Collapse Performance of Multi-span Continuous Beams with CFS Sigma Sections: A Numerical Study
|
Wang, Feiliang |
|
|
20 |
2 |
p. 600-611 |
article |
20 |
Reliability of Steel Truss Roof Systems Under Variable Snow Load Profiles
|
Çeribaşı, Seyit |
|
|
20 |
2 |
p. 567-582 |
article |
21 |
Research on the Judgement Method for Catenary Action of Restrained Steel Beams in Fire
|
Liu, Meijing |
|
|
20 |
2 |
p. 692-704 |
article |
22 |
Ring-Shaped Lateral Bracing System for Steel Structures
|
Shamivand, Abbas |
|
|
20 |
2 |
p. 493-503 |
article |
23 |
Stress Redistribution of Headed Stud Connectors Subjected to Constant Shear Force
|
Liu, Rong |
|
|
20 |
2 |
p. 436-451 |
article |
24 |
Structural Behavior of Telescopic Steel Pipe for a Full-Scale 60 kW Wind Turbine Tower
|
Campione, Giuseppe |
|
|
20 |
2 |
p. 668-676 |
article |
25 |
Structural Performance of Welded Built-Up Mega Composite Columns Subject to Compressive Force and Moment
|
Kim, Sun-Hee |
|
|
20 |
2 |
p. 548-558 |
article |