| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A comparative study of numerical modelling techniques for the fracture of brittle materials with specific reference to glass
|
Wang, Xing-er
|
|
2017
|
152 |
C |
p. 493-505
|
artikel
|
| 2 |
Adaptive control of a deployable tensegrity structure
|
Veuve, Nicolas
|
|
2017
|
152 |
C |
p. 14-23
|
artikel
|
| 3 |
A form-finding method based on the geometrically exact rod model for bending-active structures
|
Bessini, J.
|
|
2017
|
152 |
C |
p. 549-558
|
artikel
|
| 4 |
A mechanical tension-resistant device for lead rubber bearings
|
Hu, Kai
|
|
2017
|
152 |
C |
p. 238-250
|
artikel
|
| 5 |
Analysis of guyed masts by the stability functions based on the Timoshenko beam-column
|
Páez, Pablo M.
|
|
2017
|
152 |
C |
p. 597-606
|
artikel
|
| 6 |
Analytical model for the strain analysis of continuous buried pipelines in geohazard areas
|
Sarvanis, Gregory C.
|
|
2017
|
152 |
C |
p. 57-69
|
artikel
|
| 7 |
Analytical solutions for composite beams with slip, shear-lag and time-dependent effects
|
Zhu, Li
|
|
2017
|
152 |
C |
p. 559-578
|
artikel
|
| 8 |
An enhanced SDOF model to predict the behaviour of a steel column impacted by a rigid body
|
Heng, Piseth
|
|
2017
|
152 |
C |
p. 771-789
|
artikel
|
| 9 |
A new discrete macro-element in an analytical platform for seismic assessment of unreinforced masonry buildings
|
Aghababaie Mobarake, A.
|
|
2017
|
152 |
C |
p. 381-396
|
artikel
|
| 10 |
A new node-shifting method for shape optimization of reticulated spatial structures
|
Ding, Chao
|
|
2017
|
152 |
C |
p. 727-735
|
artikel
|
| 11 |
Artificial neural network prediction of buckling load of thin cylindrical shells under axial compression
|
Tahir, Zia ul Rehman
|
|
2017
|
152 |
C |
p. 843-855
|
artikel
|
| 12 |
A semi-analytical formula for estimating peak wind load effects based on Hermite polynomial model
|
Huang, Guoqing
|
|
2017
|
152 |
C |
p. 856-864
|
artikel
|
| 13 |
Bond strength evaluation of corroded steel bars via the surface crack width induced by reinforcement corrosion
|
Lin, Hongwei
|
|
2017
|
152 |
C |
p. 506-522
|
artikel
|
| 14 |
Collapse indicators for existing nonductile concrete frame buildings with varying column and frame characteristics
|
Sattar, Siamak
|
|
2017
|
152 |
C |
p. 188-201
|
artikel
|
| 15 |
Compressive behaviour and design of L-shaped columns fabricated using concrete-filled steel tubes
|
Xiong, Qingqing
|
|
2017
|
152 |
C |
p. 758-770
|
artikel
|
| 16 |
Control of relative vibration between flexible appendages using passive and semi-active isolation
|
Garrido, Hernán
|
|
2017
|
152 |
C |
p. 819-831
|
artikel
|
| 17 |
Design of steel plate girders subjected to shear buckling at ambient and elevated temperatures: Contribution from the flanges
|
Reis, André
|
|
2017
|
152 |
C |
p. 437-451
|
artikel
|
| 18 |
Development and testing of a bridge weigh-in-motion method considering nonconstant vehicle speed
|
Lansdell, Andrew
|
|
2017
|
152 |
C |
p. 709-726
|
artikel
|
| 19 |
Development of recommendations for proof load testing of reinforced concrete slab bridges
|
Lantsoght, Eva O.L.
|
|
2017
|
152 |
C |
p. 202-210
|
artikel
|
| 20 |
Editorial Board
|
|
|
2017
|
152 |
C |
p. IFC
|
artikel
|
| 21 |
Effect of floor joint design on catenary actions of precast floor slab system
|
Tohidi, Mosleh
|
|
2017
|
152 |
C |
p. 274-288
|
artikel
|
| 22 |
Effect of grout properties on shear strength of column base connections: FEA and analytical approach
|
Shaheen, Mohamed A.
|
|
2017
|
152 |
C |
p. 307-319
|
artikel
|
| 23 |
Effect of near-fault and far-fault earthquakes on a historical masonry mosque through 3D dynamic soil-structure interaction
|
Güllü, Hamza
|
|
2017
|
152 |
C |
p. 465-492
|
artikel
|
| 24 |
Energy damage index based on capacity and response spectra
|
Diaz, S.A.
|
|
2017
|
152 |
C |
p. 424-436
|
artikel
|
| 25 |
Enhancement of the seismic performance of multi-storey buildings by means of dissipative glazing curtain walls
|
Bedon, Chiara
|
|
2017
|
152 |
C |
p. 320-334
|
artikel
|
| 26 |
Enhancing the teaching of structural dynamics using additive manufacturing
|
Virgin, Lawrence
|
|
2017
|
152 |
C |
p. 750-757
|
artikel
|
| 27 |
Evolution of bridge frequencies and modes of vibration during truck passage
|
Cantero, Daniel
|
|
2017
|
152 |
C |
p. 452-464
|
artikel
|
| 28 |
Exact vibration modes of multiple-stepped beams with arbitrary steps and supports using elemental impedance method
|
Lin, R.M.
|
|
2017
|
152 |
C |
p. 24-34
|
artikel
|
| 29 |
Experimental analysis of residual ultimate strength of stiffened panels with pitting corrosion under compression
|
Zhang, Jing
|
|
2017
|
152 |
C |
p. 70-86
|
artikel
|
| 30 |
Experimental and numerical investigation on the cyclic behavior of RC beam column joints with EAF slag concrete
|
Faleschini, Flora
|
|
2017
|
152 |
C |
p. 335-347
|
artikel
|
| 31 |
Experimental and numerical study of basalt fiber reinforced polymer strip strengthened autoclaved aerated concrete masonry walls under vented gas explosions
|
Li, Zhan
|
|
2017
|
152 |
C |
p. 901-919
|
artikel
|
| 32 |
Experimental behavior and analysis of prestressed concrete-filled steel tube (CFT) truss girders
|
Huang, Wenjin
|
|
2017
|
152 |
C |
p. 607-618
|
artikel
|
| 33 |
Experimental investigation and improved FE modeling of axially-loaded circular RC columns under lateral impact loading
|
Liu, Bin
|
|
2017
|
152 |
C |
p. 619-642
|
artikel
|
| 34 |
Experimental investigation of seismic behavior of ultra-high performance steel fiber reinforced concrete columns
|
Xu, Shenchun
|
|
2017
|
152 |
C |
p. 129-148
|
artikel
|
| 35 |
Experimental performance of RC moment frame beams with rectangular openings
|
Herrera, L.
|
|
2017
|
152 |
C |
p. 149-167
|
artikel
|
| 36 |
Experimental testing and theoretical prediction of traditional dowel-type connections in tension parallel to grain
|
Milch, Jaromír
|
|
2017
|
152 |
C |
p. 180-187
|
artikel
|
| 37 |
Flexural performance of spliced beam connected and reinforced with self-tapping wood screws
|
Li, Hongmin
|
|
2017
|
152 |
C |
p. 523-534
|
artikel
|
| 38 |
FRP-confined concrete-encased cross-shaped steel columns: Concept and behaviour
|
Huang, Le
|
|
2017
|
152 |
C |
p. 348-358
|
artikel
|
| 39 |
General component based cruciform finite elements to model 2D steel joints with beams of equal and different depths
|
Bayo, Eduardo
|
|
2017
|
152 |
C |
p. 698-708
|
artikel
|
| 40 |
Global buckling prevention of end collared buckling-restrained braces: Theoretical, numerical analyses and design recommendations
|
Tong, Jing-Zhong
|
|
2017
|
152 |
C |
p. 289-306
|
artikel
|
| 41 |
Influence of load history on the force-displacement response of in-plane loaded unreinforced masonry walls
|
Wilding, Bastian Valentin
|
|
2017
|
152 |
C |
p. 671-682
|
artikel
|
| 42 |
Investigation of the dilatant behavior of cracks in the shear response of steel fiber reinforced concrete beams
|
Gali, Sahith
|
|
2017
|
152 |
C |
p. 832-842
|
artikel
|
| 43 |
Laminated element analysis to predict the shear strength of concrete beams under distributed and concentrated loads
|
Kim, Jong-Chan
|
|
2017
|
152 |
C |
p. 45-56
|
artikel
|
| 44 |
Maximum credible damage of RC bridge pier under bi-directional seismic excitation for all incidence angles
|
Roy, Aparna
|
|
2017
|
152 |
C |
p. 251-273
|
artikel
|
| 45 |
Measuring strain fields in FRP strengthened RC shear walls using a distributed fiber optic sensor
|
Woods, J.E.
|
|
2017
|
152 |
C |
p. 359-369
|
artikel
|
| 46 |
Minimum required separation gap for adjacent RC frames with potential inter-story seismic pounding
|
Favvata, Maria J.
|
|
2017
|
152 |
C |
p. 643-659
|
artikel
|
| 47 |
Moving loads on beams on Winkler foundations with passive frictional damping devices
|
Toscano Corrêa, R.
|
|
2017
|
152 |
C |
p. 211-225
|
artikel
|
| 48 |
Non-linear finite element analysis of reinforced concrete beams with temperature differentials
|
Mirzazadeh, M. Mehdi
|
|
2017
|
152 |
C |
p. 920-933
|
artikel
|
| 49 |
Non-linear in-plane buckling of shallow concrete arches subjected to combined mechanical and thermal loading
|
Bouras, Yanni
|
|
2017
|
152 |
C |
p. 413-423
|
artikel
|
| 50 |
Non linear vertical-rocking isolation system: Application to legged wine storage tanks
|
Auad, Gaspar A.
|
|
2017
|
152 |
C |
p. 790-803
|
artikel
|
| 51 |
Numerical analysis of aluminium alloy gusset joints subjected to bending moment and axial force
|
Xiong, Zhe
|
|
2017
|
152 |
C |
p. 1-13
|
artikel
|
| 52 |
Optimal embedded sensor placement for spatial variability assessment of stationary random fields
|
Schoefs, Franck
|
|
2017
|
152 |
C |
p. 35-44
|
artikel
|
| 53 |
Plain and threaded bearing strengths for the design of bolted connections with pultruded FRP material
|
Matharu, Navroop S.
|
|
2017
|
152 |
C |
p. 878-887
|
artikel
|
| 54 |
Probabilistic seismic assessment of seismically isolated electrical transformers considering vertical isolation and vertical ground motion
|
Kitayama, Shoma
|
|
2017
|
152 |
C |
p. 888-900
|
artikel
|
| 55 |
Progressive collapse fragility models of European reinforced concrete framed buildings based on pushdown analysis
|
Brunesi, Emanuele
|
|
2017
|
152 |
C |
p. 579-596
|
artikel
|
| 56 |
Proposed new equivalent lateral force design method for low-rise reinforced concrete wall-frame mixed building systems
|
Kim, Taewan
|
|
2017
|
152 |
C |
p. 87-101
|
artikel
|
| 57 |
Reinforcing strategies for double-coped beams against local web buckling
|
Fang, Cheng
|
|
2017
|
152 |
C |
p. 736-749
|
artikel
|
| 58 |
Seismic behavior of preloaded rectangular RC columns strengthened with precambered steel plates under high axial load ratios
|
Wang, L.
|
|
2017
|
152 |
C |
p. 683-697
|
artikel
|
| 59 |
Seismic behaviors of thin slender structural walls reinforced with amorphous metallic fibers
|
Seo, Min-Seok
|
|
2017
|
152 |
C |
p. 102-115
|
artikel
|
| 60 |
Seismic damage evaluation of high-speed railway bridge components under different intensities of earthquake excitations
|
Kang, Xin
|
|
2017
|
152 |
C |
p. 116-128
|
artikel
|
| 61 |
Seismic strengthening of infill walls with perforated steel plates
|
Aykaç, Bengi
|
|
2017
|
152 |
C |
p. 168-179
|
artikel
|
| 62 |
Shear-flexure interaction in the critical sections of short coupling beams
|
Mihaylov, Boyan I.
|
|
2017
|
152 |
C |
p. 370-380
|
artikel
|
| 63 |
Stability analysis of different types of steel scaffolds
|
Cimellaro, Gian Paolo
|
|
2017
|
152 |
C |
p. 535-548
|
artikel
|
| 64 |
Static analysis and reanalysis of quasi-symmetric structure with symmetry components of the symmetry groups C3v and C1v
|
Harth, P.
|
|
2017
|
152 |
C |
p. 397-412
|
artikel
|
| 65 |
Target reliability for bridges with consideration of ultimate limit state
|
Ghasemi, Seyed Hooman
|
|
2017
|
152 |
C |
p. 226-237
|
artikel
|
| 66 |
The effect of local reinforcing bar reductions and anchorage zone cracking on the load capacity of RC half-joints
|
Desnerck, Pieter
|
|
2017
|
152 |
C |
p. 865-877
|
artikel
|
| 67 |
Top disconnection versus base disconnection in structures subjected to harmonic base excitation
|
Fabrizio, Cristiano
|
|
2017
|
152 |
C |
p. 660-670
|
artikel
|
| 68 |
Web bearing capacity of unlipped cold-formed ferritic stainless steel channels with perforated web subject to end-two-flange (ETF) loading
|
Yousefi, Amir M.
|
|
2017
|
152 |
C |
p. 804-818
|
artikel
|
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