no |
title |
author |
magazine |
year |
volume |
issue |
page(s) |
type |
1 |
Accurate finite element modeling of pretensioned prestressed concrete beams
|
Yapar, O. |
|
2015 |
101 |
C |
p. 163-178 16 p. |
article |
2 |
A computationally efficient numerical model for a dynamic analysis of thin plates based on the combined finite–discrete element method
|
Uzelac, Ivana |
|
2015 |
101 |
C |
p. 509-517 9 p. |
article |
3 |
Analytical derivation of a general 2D non-prismatic beam model based on the Hellinger–Reissner principle
|
Beltempo, Angela |
|
2015 |
101 |
C |
p. 88-98 11 p. |
article |
4 |
Analytical model for composite joints under sagging moment
|
Bennacer, M.A. |
|
2015 |
101 |
C |
p. 399-411 13 p. |
article |
5 |
An extended shakedown theory on an elastic–plastic spherical shell
|
Atkočiūnas, J. |
|
2015 |
101 |
C |
p. 352-363 12 p. |
article |
6 |
An optimal design procedure for a simple frame equipped with elastic-deformable dissipative braces
|
Losanno, Daniele |
|
2015 |
101 |
C |
p. 677-697 21 p. |
article |
7 |
A simplified approach to assess progressive collapse resistance of reinforced concrete framed structures
|
Dat, Pham Xuan |
|
2015 |
101 |
C |
p. 45-57 13 p. |
article |
8 |
A simplified procedure for Nonlinear Static analysis of masonry infilled RC frames
|
Martinelli, Enzo |
|
2015 |
101 |
C |
p. 591-608 18 p. |
article |
9 |
Bearing stiffness in wood-to-wood compression joints
|
Wanninger, F. |
|
2015 |
101 |
C |
p. 631-640 10 p. |
article |
10 |
Comparison of the shell design methods for cylindrical liquid storage tanks
|
Azzuni, Eyas |
|
2015 |
101 |
C |
p. 621-630 10 p. |
article |
11 |
Cross-sectional optimization of cold-formed steel channels to Eurocode 3
|
Ma, Weixin |
|
2015 |
101 |
C |
p. 641-651 11 p. |
article |
12 |
Design, motion planning and control of a reconfigurable hybrid structure
|
Phocas, Marios C. |
|
2015 |
101 |
C |
p. 376-385 10 p. |
article |
13 |
Development of composite glass beams – A review
|
Martens, K. |
|
2015 |
101 |
C |
p. 1-15 15 p. |
article |
14 |
Development of modelling strategies for two-way RC slabs
|
Shu, Jiangpeng |
|
2015 |
101 |
C |
p. 439-449 11 p. |
article |
15 |
Displacement and plastic hinge length of FRP-confined circular reinforced concrete columns
|
Youssf, Osama |
|
2015 |
101 |
C |
p. 465-476 12 p. |
article |
16 |
Dynamic analysis of a beam on block-and-tackle suspension system: A continuum approach
|
Kocsis, Attila |
|
2015 |
101 |
C |
p. 412-426 15 p. |
article |
17 |
Editorial Board
|
|
|
2015 |
101 |
C |
p. IFC- 1 p. |
article |
18 |
Effectiveness of basalt FRP tendons for strengthening of RC beams through the external prestressing technique
|
Wang, Xin |
|
2015 |
101 |
C |
p. 34-44 11 p. |
article |
19 |
Effect of fibre aspect ratio on the torsional behaviour of steel fibre-reinforced normal weight concrete and lightweight concrete
|
Yap, Soon Poh |
|
2015 |
101 |
C |
p. 24-33 10 p. |
article |
20 |
Effects of approximations on non-linear in-plane elastic buckling and postbuckling analyses of shallow parabolic arches
|
Bradford, Mark Andrew |
|
2015 |
101 |
C |
p. 58-67 10 p. |
article |
21 |
Efficiency of strengthening techniques assessed for existing masonry buildings
|
Diz, Sérgio |
|
2015 |
101 |
C |
p. 205-215 11 p. |
article |
22 |
Efficient methodology for the probabilistic safety assessment of high-speed railway bridges
|
Rocha, J.M. |
|
2015 |
101 |
C |
p. 138-149 12 p. |
article |
23 |
Estimation of peak displacements in steel structures through dimensional analysis and the efficiency of alternative ground-motion time and length scales
|
Málaga-Chuquitaype, C. |
|
2015 |
101 |
C |
p. 264-278 15 p. |
article |
24 |
Evaluation of the flexural strength and serviceability of geopolymer concrete beams reinforced with glass-fibre-reinforced polymer (GFRP) bars
|
Maranan, G.B. |
|
2015 |
101 |
C |
p. 529-541 13 p. |
article |
25 |
Expeditious seismic assessment of existing moment resisting frame reinforced concrete buildings: Proposal of a calculation method
|
Bianco, Vincenzo |
|
2015 |
101 |
C |
p. 715-732 18 p. |
article |
26 |
Experimental evaluation of the seismic performance of reinforced concrete structural walls with different end configurations
|
El-Azizy, Omar A. |
|
2015 |
101 |
C |
p. 246-263 18 p. |
article |
27 |
Experimental implementation of predictive indicators for configuring a real-time hybrid simulation
|
Lin, Fangshu |
|
2015 |
101 |
C |
p. 427-438 12 p. |
article |
28 |
Experimental investigation of cavitation in elastomeric seismic isolation bearings
|
Kumar, Manish |
|
2015 |
101 |
C |
p. 290-305 16 p. |
article |
29 |
Exploratory study of ultra-high performance fiber reinforced concrete tunnel lining segments with varying steel fiber lengths and dosages
|
Nehdi, Moncef L. |
|
2015 |
101 |
C |
p. 733-742 10 p. |
article |
30 |
Factors influencing the repair costs of soft-story RC frame buildings and implications for their seismic retrofit
|
Agha Beigi, Hossein |
|
2015 |
101 |
C |
p. 233-245 13 p. |
article |
31 |
Fatigue damage assessment of fixed offshore wind turbine tripod support structures
|
Yeter, B. |
|
2015 |
101 |
C |
p. 518-528 11 p. |
article |
32 |
Fatigue design criteria for strengthening metallic beams with bonded CFRP plates
|
Ghafoori, Elyas |
|
2015 |
101 |
C |
p. 542-557 16 p. |
article |
33 |
Finite element analysis of flexural strengthening of timber beams with Carbon Fibre-Reinforced Polymers
|
Khelifa, M. |
|
2015 |
101 |
C |
p. 364-375 12 p. |
article |
34 |
Flexible culverts in sloping terrain: Numerical simulation of soil loading effects
|
Wadi, Amer |
|
2015 |
101 |
C |
p. 111-124 14 p. |
article |
35 |
Flexural–torsional buckling assessment of steel beam–columns through a stiffness reduction method
|
Kucukler, Merih |
|
2015 |
101 |
C |
p. 662-676 15 p. |
article |
36 |
Fragility analysis of wind-excited traffic signal structures
|
Wieghaus, Kyle T. |
|
2015 |
101 |
C |
p. 652-661 10 p. |
article |
37 |
Influence of the viscosity of self-compacting concrete and the presence of rebars on the formwork pressure while filling bottom-up
|
Tichko, Serge |
|
2015 |
101 |
C |
p. 698-714 17 p. |
article |
38 |
Joints and wood shear walls modelling II: Experimental tests and FE models under seismic loading
|
Boudaud, C. |
|
2015 |
101 |
C |
p. 743-749 7 p. |
article |
39 |
Mechanics of chain-link wire nets with loose connections
|
Escallón, J.P. |
|
2015 |
101 |
C |
p. 68-87 20 p. |
article |
40 |
Modelling of upheaval buckling of offshore pipeline buried in clay soil using genetic programming
|
Nazari, Ali |
|
2015 |
101 |
C |
p. 306-317 12 p. |
article |
41 |
Monolithic reinforced concrete bridge joints under cyclic excitation
|
Timosidis, D. |
|
2015 |
101 |
C |
p. 477-493 17 p. |
article |
42 |
Multi-criteria optimization of test rig loading programs in fatigue life determination
|
Belyaev, A. |
|
2015 |
101 |
C |
p. 16-23 8 p. |
article |
43 |
Non-linear analysis of FGM composites by finite block method in cylindrical coordinates
|
Li, M. |
|
2015 |
101 |
C |
p. 150-162 13 p. |
article |
44 |
Nonlinear analytical model of a two-layer wooden beam in a heritage structure
|
Cao, P.L. |
|
2015 |
101 |
C |
p. 494-508 15 p. |
article |
45 |
Nonlinear quasi-static analysis of hybrid sliding–rocking bridge columns subjected to lateral loading
|
Sideris, Petros |
|
2015 |
101 |
C |
p. 125-137 13 p. |
article |
46 |
Numerical analysis on the effect of shear keys pitch on the shear performance of foamed sandwich panels
|
Mostafa, A. |
|
2015 |
101 |
C |
p. 216-232 17 p. |
article |
47 |
Numerical simulations of lateral restraining stiffness effect on bridge deck–wave interaction under solitary waves
|
Xu, Guoji |
|
2015 |
101 |
C |
p. 337-351 15 p. |
article |
48 |
Predicting the shear–flexural strength of slender reinforced concrete T and I shaped beams
|
Cladera, Antoni |
|
2015 |
101 |
C |
p. 386-398 13 p. |
article |
49 |
Reinforcement–concrete bond behavior: Experimentation in drying conditions and meso-scale modeling
|
Michou, A. |
|
2015 |
101 |
C |
p. 570-582 13 p. |
article |
50 |
Seismic performance of flexible timber diaphragms: Damping, force–displacement and natural period
|
Whitney, Reeves |
|
2015 |
101 |
C |
p. 583-590 8 p. |
article |
51 |
Seismic-resistant self-centering rocking core system
|
Blebo, Felix C. |
|
2015 |
101 |
C |
p. 193-204 12 p. |
article |
52 |
Seismic vulnerability and retrofitting by damped braces of fire-damaged r.c. framed buildings
|
Mazza, Fabio |
|
2015 |
101 |
C |
p. 179-192 14 p. |
article |
53 |
Serviceability performance of FRC columns under imposed displacements: An experimental study
|
Groli, Giancarlo |
|
2015 |
101 |
C |
p. 450-464 15 p. |
article |
54 |
Simplified model for shear strength of orthogonally RC membrane elements subjected to in-plane normal and shear stresses
|
Al-Zoubi, Mohammed Shukri |
|
2015 |
101 |
C |
p. 558-569 12 p. |
article |
55 |
Strength improvement of adhesively-bonded scarf repairs in aluminium structures with external reinforcements
|
Moreira, R.D.F. |
|
2015 |
101 |
C |
p. 99-110 12 p. |
article |
56 |
System identification of inverse, multimodal and nonlinear problems using evolutionary computing – Application to a pile structure supported on nonlinear springs
|
Karabeliov, Krassimire |
|
2015 |
101 |
C |
p. 609-620 12 p. |
article |
57 |
Tuning mass of internal flexible wall to reduce seismic demand on exterior walls of liquid storage tanks
|
Mousavi, J. |
|
2015 |
101 |
C |
p. 279-289 11 p. |
article |
58 |
Ultimate shear behaviour of hybrid reinforced concrete beam-to-steel column assemblages
|
Bompa, D.V. |
|
2015 |
101 |
C |
p. 318-336 19 p. |
article |