| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
Aeroelastic analyses of bridges using a Pseudo-3D vortex method and velocity-based synthetic turbulence generation
|
Kavrakov, Igor
|
|
2018
|
176 |
C |
p. 825-839
|
artikel
|
| 2 |
A forensic investigation of the Taihe arch bridge collapse
|
Xu, Xiaobing
|
|
2018
|
176 |
C |
p. 881-891
|
artikel
|
| 3 |
Analytical model for the dynamic response of blast-loaded arching masonry walls
|
Edri, Idan E.
|
|
2018
|
176 |
C |
p. 49-63
|
artikel
|
| 4 |
An empirical approach for nonlinear modelling and deformation capacity assessment of RC columns with plain bars
|
Verderame, Gerardo M.
|
|
2018
|
176 |
C |
p. 539-554
|
artikel
|
| 5 |
Assessment of dynamic behavior and seismic performance of a high-rise rc coupled wall building
|
Kolozvari, Kristijan
|
|
2018
|
176 |
C |
p. 606-620
|
artikel
|
| 6 |
A statistical model for lifespan prediction of large steel structures
|
Kracík, Jan
|
|
2018
|
176 |
C |
p. 20-27
|
artikel
|
| 7 |
Axial compression tests on seawater and sea sand concrete-filled double-skin stainless steel circular tubes
|
Li, Y.L.
|
|
2018
|
176 |
C |
p. 426-438
|
artikel
|
| 8 |
Bond behavior between basalt fibres reinforced polymer sheets and steel fibres reinforced concrete
|
Yuan, Cheng
|
|
2018
|
176 |
C |
p. 812-824
|
artikel
|
| 9 |
Compressive strength evaluation of coral aggregate seawater concrete (CAC) by non-destructive techniques
|
Tan, Yongshan
|
|
2018
|
176 |
C |
p. 293-302
|
artikel
|
| 10 |
Corrigendum to “A novel method for non-linear design of CLT wall systems” [Eng. Struct. 167 (2018) 760–771]
|
Tamagnone, G.
|
|
2018
|
176 |
C |
p. 948
|
artikel
|
| 11 |
Corrigendum to “Numerical simulation of high strength circular double-skin concrete-filled steel tubular slender columns” [Eng. Struct. 168 (2018) 205–217]
|
Quan Liang, Qing
|
|
2018
|
176 |
C |
p. 949-950
|
artikel
|
| 12 |
Corrigendum to “Seismic performance of fish-bone shaped buckling-restrained braces with controlled damage process” [Eng. Struct. 169 (2018) 141–153]
|
Jia, Liang-Jiu
|
|
2018
|
176 |
C |
p. 951-952
|
artikel
|
| 13 |
Coupled analysis of footbridge-pedestrian dynamic interaction
|
Mulas, Maria Gabriella
|
|
2018
|
176 |
C |
p. 127-142
|
artikel
|
| 14 |
Cracking behavior of steel fiber reinforced waste sand concrete beams in flexure – Experimental investigation and theoretical analysis
|
Głodkowska, Wiesława
|
|
2018
|
176 |
C |
p. 1-10
|
artikel
|
| 15 |
Cyclic testing of square tubed-reinforced-concrete column to RC beam joints
|
Zhou, Xuhong
|
|
2018
|
176 |
C |
p. 439-454
|
artikel
|
| 16 |
Damage and failure modes of railway prestressed concrete sleepers with holes/web openings subject to impact loading conditions
|
Kaewunruen, Sakdirat
|
|
2018
|
176 |
C |
p. 840-848
|
artikel
|
| 17 |
Design method of end anchored FRP strengthened concrete structures
|
Chen, Cheng
|
|
2018
|
176 |
C |
p. 143-158
|
artikel
|
| 18 |
Direct measurement of building transient and residual drift using an optical sensor system
|
Petrone, Floriana
|
|
2018
|
176 |
C |
p. 115-126
|
artikel
|
| 19 |
Direct tension behaviour of steel fibre reinforced concrete measured by a new test method
|
Kwan, A.K.H.
|
|
2018
|
176 |
C |
p. 324-336
|
artikel
|
| 20 |
Dynamical response of a Timoshenko beams on periodical nonlinear supports subjected to moving forces
|
Hoang, T.
|
|
2018
|
176 |
C |
p. 673-680
|
artikel
|
| 21 |
Dynamic response of a flat plate subjected to compression force during vertical and oblique impacts with calm water
|
Moradi, Hashem
|
|
2018
|
176 |
C |
p. 697-706
|
artikel
|
| 22 |
Dynamic response of structures to thunderstorm outflows: Response spectrum technique vs time-domain analysis
|
Solari, Giovanni
|
|
2018
|
176 |
C |
p. 188-207
|
artikel
|
| 23 |
Editorial Board
|
|
|
2018
|
176 |
C |
p. ii
|
artikel
|
| 24 |
Effectiveness of dynamic vibration absorbers implemented in tall buildings
|
Love, J.S.
|
|
2018
|
176 |
C |
p. 776-784
|
artikel
|
| 25 |
Efficacy of roof-to-beam mechanical connections on the diaphragm behaviour of precast decks with spaced roof elements
|
Dal Lago, Bruno
|
|
2018
|
176 |
C |
p. 681-696
|
artikel
|
| 26 |
Evaluation of the behavior and ultimate capacity of unbonded monostrand-anchorage systems under concentric and eccentric inelastic cyclic loading
|
Bedriñana, Luis Alberto
|
|
2018
|
176 |
C |
p. 632-651
|
artikel
|
| 27 |
Experimental and numerical investigations of a single-layer reticulated dome subjected to external blast loading
|
Zhi, Xudong
|
|
2018
|
176 |
C |
p. 103-114
|
artikel
|
| 28 |
Experimental and numerical study of the seismic performance of an all-steel assembled Q195 low-yield buckling-restrained brace
|
Shi, Qing-Xuan
|
|
2018
|
176 |
C |
p. 481-499
|
artikel
|
| 29 |
Experimental dynamic analysis of composite sandwich beams with magnetorheological honeycomb core
|
de Souza Eloy, Felipe
|
|
2018
|
176 |
C |
p. 231-242
|
artikel
|
| 30 |
Experimental investigation of bond behavior of mild steel reinforcement in UHPC
|
Ronanki, Vidya Sagar
|
|
2018
|
176 |
C |
p. 707-718
|
artikel
|
| 31 |
Experimental study on grouted connections under static lateral loading with various axial load ratios
|
Chen, Tao
|
|
2018
|
176 |
C |
p. 801-811
|
artikel
|
| 32 |
Experimental study on thermal safety analysis of flexible polyurethane at various facade inclined structures under low ambient pressure condition
|
Ma, Xin
|
|
2018
|
176 |
C |
p. 11-19
|
artikel
|
| 33 |
Fabrication-aware shape parametrisation for the structural optimisation of shell structures
|
Mesnil, Romain
|
|
2018
|
176 |
C |
p. 569-584
|
artikel
|
| 34 |
High resolution operational modal analysis on a five-story smart building under wind and human induced excitation
|
Sarlo, Rodrigo
|
|
2018
|
176 |
C |
p. 279-292
|
artikel
|
| 35 |
Historical carpentry corner log joints—Numerical analysis within stochastic framework
|
Kłosowski, Paweł
|
|
2018
|
176 |
C |
p. 64-73
|
artikel
|
| 36 |
Influence of number of layers on embedment strength of dowel-type connections for glulam and cross-laminated timber
|
Tuhkanen, Eero
|
|
2018
|
176 |
C |
p. 361-368
|
artikel
|
| 37 |
Information-dependent seismic reliability assessment of bridge networks based on a correlation model
|
Qin, Jianjun
|
|
2018
|
176 |
C |
p. 314-323
|
artikel
|
| 38 |
Innovative solution for seismic-resistant masonry infills with sliding joints: in-plane experimental performance
|
Morandi, P.
|
|
2018
|
176 |
C |
p. 719-733
|
artikel
|
| 39 |
Investigating a common premise in structural health monitoring: Are higher modal frequencies more sensitive to an incipient crack on a beam than lower ones?
|
Park, Hyun Woo
|
|
2018
|
176 |
C |
p. 385-395
|
artikel
|
| 40 |
Iron-based shape memory alloy for the fatigue strengthening of cracked steel plates: Effects of re-activations and loading frequencies
|
Izadi, M.R.
|
|
2018
|
176 |
C |
p. 953-967
|
artikel
|
| 41 |
Minimum requirements for transverse stiffeners on orthotropic plates subjected to compression
|
Kövesdi, B.
|
|
2018
|
176 |
C |
p. 396-410
|
artikel
|
| 42 |
Modelling of glued laminated timber joints with glued-in rod considering bond-slip location function
|
Ling, Zhibin
|
|
2018
|
176 |
C |
p. 90-102
|
artikel
|
| 43 |
Multiscale analysis of non-contact splices at drilled shaft to bridge column interface
|
Chen, Hongbing
|
|
2018
|
176 |
C |
p. 28-40
|
artikel
|
| 44 |
Nonlinear dynamic response analysis of vehicle–bridge interactive system under strong earthquakes
|
Borjigin, Sudanna
|
|
2018
|
176 |
C |
p. 500-521
|
artikel
|
| 45 |
Numerical modelling of preloaded RC beams strengthened with prestressed CFRP laminates
|
Seręga, Szymon
|
|
2018
|
176 |
C |
p. 917-934
|
artikel
|
| 46 |
Parameterized fragility functions for controlled rocking steel braced frames
|
Moradi, Saber
|
|
2018
|
176 |
C |
p. 254-264
|
artikel
|
| 47 |
Partial safety factor for resistance model uncertainties in 2D non-linear finite element analysis of reinforced concrete structures
|
Castaldo, Paolo
|
|
2018
|
176 |
C |
p. 746-762
|
artikel
|
| 48 |
POD analysis of aerodynamic correlations and wind-induced responses of two tall linked buildings
|
Kim, Bubryur
|
|
2018
|
176 |
C |
p. 369-384
|
artikel
|
| 49 |
Predicting shrinkage induced curvature in plain and reinforced concrete
|
Al-Kamyani, Zahran
|
|
2018
|
176 |
C |
p. 468-480
|
artikel
|
| 50 |
Prestressed CFRP-strengthening and long-term wireless monitoring of an old roadway metallic bridge
|
Ghafoori, Elyas
|
|
2018
|
176 |
C |
p. 585-605
|
artikel
|
| 51 |
Quantification of seismic performance factors for ribbed bracing system
|
Toufigh, Vahab
|
|
2018
|
176 |
C |
p. 159-174
|
artikel
|
| 52 |
Quantifying the benefits of building instruments to FEMA P-58 rapid post-earthquake damage and loss predictions
|
Cremen, Gemma
|
|
2018
|
176 |
C |
p. 243-253
|
artikel
|
| 53 |
Reliability analysis of shear strength provisions for FRP-reinforced concrete beams
|
Nasrollahzadeh, Kourosh
|
|
2018
|
176 |
C |
p. 785-800
|
artikel
|
| 54 |
Reliability of collapse simulation – Comparing finite and applied element method at different levels
|
Grunwald, Christoph
|
|
2018
|
176 |
C |
p. 265-278
|
artikel
|
| 55 |
Response of thin lightly-reinforced concrete walls under cyclic loading
|
Blandon, Carlos A.
|
|
2018
|
176 |
C |
p. 175-187
|
artikel
|
| 56 |
Risk assessment for a long-span cable-stayed bridge subjected to multiple support excitations
|
Zhong, Jian
|
|
2018
|
176 |
C |
p. 220-230
|
artikel
|
| 57 |
Seismic behavior of precast columns with large-spacing and high-strength longitudinal rebars spliced by epoxy mortar-filled threaded couplers
|
Han, Wenlong
|
|
2018
|
176 |
C |
p. 349-360
|
artikel
|
| 58 |
Seismic performance evaluation of a spring viscous damper cable system
|
Naeem, Asad
|
|
2018
|
176 |
C |
p. 455-467
|
artikel
|
| 59 |
Shear behavior of precast concrete wall structure based on two-way hollow-core precast panels
|
Xiong, Chen
|
|
2018
|
176 |
C |
p. 74-89
|
artikel
|
| 60 |
Short-term bond behavior and debonding capacity of prestressed CFRP composites to steel substrate
|
Hosseini, Ardalan
|
|
2018
|
176 |
C |
p. 935-947
|
artikel
|
| 61 |
Simple method to estimate residual displacement in concrete bridge columns under near-fault earthquake motions
|
Seyed Ardakani, S.M.
|
|
2018
|
176 |
C |
p. 208-219
|
artikel
|
| 62 |
Simplified design of elastoplastic structures with metallic yielding dampers based on the concept of uniform damping ratio
|
Zhang, Ruifu
|
|
2018
|
176 |
C |
p. 734-745
|
artikel
|
| 63 |
Simplified HYMOD non-linear simulations of a full-scale multistory retrofitted RC structure that undergoes multiple cyclic excitations – An infill RC wall retrofitting study
|
Markou, George
|
|
2018
|
176 |
C |
p. 892-916
|
artikel
|
| 64 |
Simulation of spatially non-uniform frost damage in RC beams under various exposure and confining conditions
|
Gong, Fuyuan
|
|
2018
|
176 |
C |
p. 859-870
|
artikel
|
| 65 |
Structural behaviour of prefabricated load bearing braced composite timber wall system
|
Oktavianus, Yusak
|
|
2018
|
176 |
C |
p. 555-568
|
artikel
|
| 66 |
Structural performance of large-scale dowelled CLT connections under monotonic and cyclic loading
|
Ottenhaus, Lisa-Mareike
|
|
2018
|
176 |
C |
p. 41-48
|
artikel
|
| 67 |
Structural response of a concrete cable-stayed bridge under thermal loads
|
Sousa Tomé, Emanuel
|
|
2018
|
176 |
C |
p. 652-672
|
artikel
|
| 68 |
Study of alternatives and experimental validation for predictions of hole-edge fatigue crack growth in 42CrMo4 steel
|
Escalero, Mikel
|
|
2018
|
176 |
C |
p. 621-631
|
artikel
|
| 69 |
Supervisory adaptive nonlinear control for seismic alleviation of inelastic asymmetric buildings equipped with MR dampers
|
Zafarani, Mohammad M.
|
|
2018
|
176 |
C |
p. 849-858
|
artikel
|
| 70 |
The effectiveness of a new tuned mass damper to control the dynamics of a mass interacting in a nonsinusoidal Remoissenet-Peyrard potential
|
Tsobgni-Fozap, D.C.
|
|
2018
|
176 |
C |
p. 303-313
|
artikel
|
| 71 |
The immersed discontinuous semi-discrete finite element method: A comparison of surface-immersed stiffened and body-immersed stiffened sandwich plate
|
Li, Tianyu
|
|
2018
|
176 |
C |
p. 522-538
|
artikel
|
| 72 |
Ultimate limit design of composite beams with modular GFRP deck and steel girder
|
Hou, Jian
|
|
2018
|
176 |
C |
p. 337-348
|
artikel
|
| 73 |
Uniaxial compression performance of rectangular CFST columns with different internal construction characteristics
|
Dong, Hongying
|
|
2018
|
176 |
C |
p. 763-775
|
artikel
|
| 74 |
Vulnerability and optimal probabilistic seismic demand model for curved and skewed RC bridges
|
Serdar, Nina
|
|
2018
|
176 |
C |
p. 411-425
|
artikel
|
| 75 |
Web crippling of cold-formed ferritic stainless steel square and rectangular hollow sections
|
Li, Hai-Ting
|
|
2018
|
176 |
C |
p. 968-980
|
artikel
|
| 76 |
Wind-induced responses of a tall chimney by aeroelastic wind tunnel test using a continuous model
|
Liang, Shuguo
|
|
2018
|
176 |
C |
p. 871-880
|
artikel
|
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