no |
title |
author |
magazine |
year |
volume |
issue |
page(s) |
type |
1 |
A beam–column joint element for analysis of reinforced concrete frame structures
|
Zhang, Peizhou |
|
2016 |
118 |
C |
p. 125-136 12 p. |
article |
2 |
Active control implementation in cable-stayed bridges for quasi-static loading patterns
|
Crusells-Girona, Miquel |
|
2016 |
118 |
C |
p. 394-406 13 p. |
article |
3 |
A general design procedure for failure mechanism control of reinforced concrete frames
|
Montuori, Rosario |
|
2016 |
118 |
C |
p. 137-155 19 p. |
article |
4 |
An algorithm for calculating the feasible pre-stress of cable-struts structure
|
Guo, Jiamin |
|
2016 |
118 |
C |
p. 228-239 12 p. |
article |
5 |
An overview of seismic hybrid testing of engineering structures
|
McCrum, D.P. |
|
2016 |
118 |
C |
p. 240-261 22 p. |
article |
6 |
Behavior of square fiber reinforced polymer–high-strength concrete–steel double-skin tubular columns under combined axial compression and reversed-cyclic lateral loading
|
Idris, Yunita |
|
2016 |
118 |
C |
p. 307-319 13 p. |
article |
7 |
Behaviour of ultra high performance fibre reinforced concrete columns subjected to blast loading
|
Xu, Juechun |
|
2016 |
118 |
C |
p. 97-107 11 p. |
article |
8 |
Constitutive model for full-range elasto-plastic behavior of structural steels with yield plateau: Calibration and validation
|
Hu, Fangxin |
|
2016 |
118 |
C |
p. 210-227 18 p. |
article |
9 |
Cyclic flexural tests of hybrid steel–precast concrete beams with simple connection elements
|
Yang, Keun-Hyeok |
|
2016 |
118 |
C |
p. 344-356 13 p. |
article |
10 |
Deflection of unbonded partially prestressed concrete continuous beams
|
Du, J.S. |
|
2016 |
118 |
C |
p. 89-96 8 p. |
article |
11 |
Design of new scaffold anchor based on the updated finite element model
|
Ilcik, Jiri |
|
2016 |
118 |
C |
p. 334-343 10 p. |
article |
12 |
Editorial Board
|
|
|
2016 |
118 |
C |
p. IFC- 1 p. |
article |
13 |
Effect of weld on the mechanical properties of high strength and ultra-high strength steel tubes in fabricated hybrid sections
|
Javidan, Fatemeh |
|
2016 |
118 |
C |
p. 16-27 12 p. |
article |
14 |
Evaluation of the flexural behavior of composite beam with inverted-T steel girder and steel fiber reinforced ultra high performance concrete slab
|
Yoo, Sung-Won |
|
2016 |
118 |
C |
p. 1-15 15 p. |
article |
15 |
Experimental investigation of progressive collapse resistance of one-way reinforced concrete beam–slab substructures under a middle-column-removal scenario
|
Ren, Peiqi |
|
2016 |
118 |
C |
p. 28-40 13 p. |
article |
16 |
Experimental study on dynamic behavior of GFRP-to-concrete interface
|
Huo, Jingsi |
|
2016 |
118 |
C |
p. 371-382 12 p. |
article |
17 |
Experimental tests of unreinforced exterior beam–column joints with plain bars
|
Ricci, Paolo |
|
2016 |
118 |
C |
p. 178-194 17 p. |
article |
18 |
Failure of a precast RC building due to Emilia-Romagna earthquakes
|
Ercolino, M. |
|
2016 |
118 |
C |
p. 262-273 12 p. |
article |
19 |
IC debonding failure in RC beams strengthened with FRP: Strain-based versus stress increment-based models
|
López-González, Julio C. |
|
2016 |
118 |
C |
p. 108-124 17 p. |
article |
20 |
In-plane and out-of-plane testing of unreinforced masonry walls strengthened using polymer textile reinforced mortar
|
Ismail, Najif |
|
2016 |
118 |
C |
p. 167-177 11 p. |
article |
21 |
Lower bound limit analysis of 2D steel frames with foundation–structure interaction
|
Nikolaou, K.D. |
|
2016 |
118 |
C |
p. 41-54 14 p. |
article |
22 |
Mechanical model to evaluate steel reinforcement corrosion effects on σ–ε and fatigue curves. Experimental calibration and validation
|
Fernandez, Ignasi |
|
2016 |
118 |
C |
p. 320-333 14 p. |
article |
23 |
Multi-scale modeling for deformation mechanism analysis of composite joint substructures
|
Tao, Mu-Xuan |
|
2016 |
118 |
C |
p. 55-73 19 p. |
article |
24 |
Nonlinear dynamic collapse analysis of semi-rigid steel frames based on the finite particle method
|
Yu, Ying |
|
2016 |
118 |
C |
p. 383-393 11 p. |
article |
25 |
Numerical modeling and experimental validation of axially loaded slender sandwich panels with soft core and various rib configurations
|
Mathieson, Hale |
|
2016 |
118 |
C |
p. 195-209 15 p. |
article |
26 |
Sampling based numerical seismic assessment of continuous span RC bridges
|
Monteiro, Ricardo |
|
2016 |
118 |
C |
p. 407-420 14 p. |
article |
27 |
Seismic fragility functions of industrial precast building classes
|
Babič, Anže |
|
2016 |
118 |
C |
p. 357-370 14 p. |
article |
28 |
Shaking table test on the collapse process of a three-story reinforced concrete frame structure
|
Li, Shuang |
|
2016 |
118 |
C |
p. 156-166 11 p. |
article |
29 |
System reliability-based seismic collapse assessment of steel moment frames using incremental dynamic analysis and Bayesian probability network
|
Fereshtehnejad, Ehsan |
|
2016 |
118 |
C |
p. 274-286 13 p. |
article |
30 |
Theory of Plastic Mechanism Control for MRF–EBF dual systems: Closed form solution
|
Montuori, Rosario |
|
2016 |
118 |
C |
p. 287-306 20 p. |
article |
31 |
Three-dimensional finite element modelling of rocking bridge piers under cyclic loading and exploration of options for increased energy dissipation
|
Leitner, Emma J. |
|
2016 |
118 |
C |
p. 74-88 15 p. |
article |