| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A 3D discrete macro-element for modelling the out-of-plane behaviour of infilled frame structures
|
Pantò, B.
|
|
|
175 |
C |
p. 371-385
|
artikel
|
| 2 |
A feasibility of enhancing the impact strength of novel layered two stage fibrous concrete slabs
|
Murali, G.
|
|
|
175 |
C |
p. 41-49
|
artikel
|
| 3 |
A mechanical model of composite floor systems under an internal column removal scenario
|
Fu, Qiu Ni
|
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|
175 |
C |
p. 50-62
|
artikel
|
| 4 |
A simplified model for the post-fire earthquake flexural response of reinforced concrete walls with boundary elements
|
Ni, Shuna
|
|
|
175 |
C |
p. 721-730
|
artikel
|
| 5 |
Assessment of proposed lateral load patterns in pushover analysis for base-isolated frames
|
Bhandari, M.
|
|
|
175 |
C |
p. 531-548
|
artikel
|
| 6 |
Assessment of the in-plane shear capacity of masonry panels by elementary mechanical models
|
Barsotti, R.
|
|
|
175 |
C |
p. 678-689
|
artikel
|
| 7 |
Bearing capacity of embedded channel-shaped steel connections at precast concrete beam end
|
Guo, Xiaonong
|
|
|
175 |
C |
p. 177-190
|
artikel
|
| 8 |
Behavior and shear strength of steel shape reinforced concrete deep beams
|
Chen, Cheng-Cheng
|
|
|
175 |
C |
p. 425-435
|
artikel
|
| 9 |
Blast actions in aircrafts: An integrated methodology for designing protection devices
|
Masi, Filippo
|
|
|
175 |
C |
p. 895-911
|
artikel
|
| 10 |
Blast loading model of the RC column under close-in explosion induced by the double-end-initiation explosive cylinder
|
Hu, Ye
|
|
|
175 |
C |
p. 304-321
|
artikel
|
| 11 |
Bond behavior of CFRP-steel double-lap joints exposed to marine atmosphere and fatigue loading
|
Yu, Qian-Qian
|
|
|
175 |
C |
p. 76-85
|
artikel
|
| 12 |
Brace performance with steel curved dampers and amplified deformation mechanisms
|
Hsu, H.-L.
|
|
|
175 |
C |
p. 628-644
|
artikel
|
| 13 |
Buckle propagation of sandwich pipes under external pressure
|
Gong, Shunfeng
|
|
|
175 |
C |
p. 339-354
|
artikel
|
| 14 |
CFRP shear strengthening system for steel bridge girders
|
Kazem, Hamid
|
|
|
175 |
C |
p. 415-424
|
artikel
|
| 15 |
Compressive and racking performance of eccentrically aligned dou-gong connections
|
Wu, Yajie
|
|
|
175 |
C |
p. 743-752
|
artikel
|
| 16 |
Concrete creep and shrinkage effect in adhesive anchors subjected to sustained loads
|
Boumakis, Ioannis
|
|
|
175 |
C |
p. 790-805
|
artikel
|
| 17 |
Cross-platform implementation, verification and validation of advanced mathematical models of elastomeric seismic isolation bearings
|
Kumar, Manish
|
|
|
175 |
C |
p. 926-943
|
artikel
|
| 18 |
Determination of S-N fatigue curves for damaged steel plates strengthened with prestressed CFRP plates under tension loading
|
Ye, Huawen
|
|
|
175 |
C |
p. 669-677
|
artikel
|
| 19 |
Development and assessment of efficient models for barge impact processes based on nonlinear dynamic finite element analyses
|
Wang, W.
|
|
|
175 |
C |
p. 617-627
|
artikel
|
| 20 |
Dynamic discrete element modelling for seismic assessment of rammed earth walls
|
Bui, Quoc-Bao
|
|
|
175 |
C |
p. 690-699
|
artikel
|
| 21 |
Dynamic responses of bridge–embankment transitions in high speed railway: Field tests and data analyses
|
Hu, Ping
|
|
|
175 |
C |
p. 565-576
|
artikel
|
| 22 |
Editorial Board
|
|
|
|
175 |
C |
p. ii
|
artikel
|
| 23 |
Effect of barrel, wedge material and thickness on composite plate anchor performance through analytical, finite element, experimental and 3D prototype investigations
|
Mohee, Faizul M.
|
|
|
175 |
C |
p. 138-154
|
artikel
|
| 24 |
Effect of URM infills on inelastic floor response of RC frame buildings
|
Surana, Mitesh
|
|
|
175 |
C |
p. 861-878
|
artikel
|
| 25 |
Evaluation of bond strength between steel rebars and concrete for heat-damaged and repaired beam-end specimens
|
Ghazaly, Nesma
|
|
|
175 |
C |
p. 661-668
|
artikel
|
| 26 |
Evaluation of floor vibration properties using measurements and calculations
|
Homb, Anders
|
|
|
175 |
C |
p. 168-176
|
artikel
|
| 27 |
Experimental and numerical analysis of blast response of High Strength Fiber Reinforced Concrete slabs
|
Luccioni, B.
|
|
|
175 |
C |
p. 113-122
|
artikel
|
| 28 |
Experimental and numerical investigations of CFRP strengthened short SHS steel columns
|
Imran, Mohamed
|
|
|
175 |
C |
p. 879-894
|
artikel
|
| 29 |
Experimental and numerical investigations of steel-polymer hybrid floor panels subjected to three-point bending
|
Ryu, Jaeho
|
|
|
175 |
C |
p. 467-482
|
artikel
|
| 30 |
Experimental and numerical study of stainless steel I-sections under concentrated internal one-flange and internal two-flange loading
|
dos Santos, G.B.
|
|
|
175 |
C |
p. 355-370
|
artikel
|
| 31 |
Experimental evaluation and theoretical analysis of the effective flexural stiffness of reinforced CFFT columns
|
Abdallah, Maha Hussein
|
|
|
175 |
C |
p. 155-167
|
artikel
|
| 32 |
Experimental investigations of vertical post-tensioned connection for modular steel structures
|
Sanches, Rafaela
|
|
|
175 |
C |
p. 776-789
|
artikel
|
| 33 |
Experimental study on seismic behavior of concrete walls reinforced by PC strands
|
Yuan, Weiguang
|
|
|
175 |
C |
p. 577-590
|
artikel
|
| 34 |
Experimental study on seismic performance of partially precast steel reinforced concrete columns
|
Yang, Yong
|
|
|
175 |
C |
p. 63-75
|
artikel
|
| 35 |
Experiment and design methodology of a double-layered flange connection in axial loads
|
Deng, Hongzhou.
|
|
|
175 |
C |
p. 436-456
|
artikel
|
| 36 |
Forward and Reverse shear transfer in beech LVL-concrete composites with singly inclined coach screw connectors
|
Sebastian, W.M.
|
|
|
175 |
C |
p. 231-244
|
artikel
|
| 37 |
Impact of the type of the target response spectrum for ground motion selection and of the number of ground motions on the pushover-based seismic performance assessment of buildings
|
Lazar Sinković, Nuša
|
|
|
175 |
C |
p. 731-742
|
artikel
|
| 38 |
Influence of the design approach on the behaviour of timber-frame panel buildings under horizontal forces
|
Vogrinec, Katja
|
|
|
175 |
C |
p. 1-12
|
artikel
|
| 39 |
Interface shear transfer of precast concrete dry joints in segmental columns
|
Bu, Zhan-Yu
|
|
|
175 |
C |
p. 257-272
|
artikel
|
| 40 |
Large-scale rockfall impact experiments on a RC rock-shed with a newly proposed cushion layer composed of sand and EPE
|
Zhao, Peng
|
|
|
175 |
C |
p. 386-398
|
artikel
|
| 41 |
Mainshock-aftershock damage assessment of infilled RC structures
|
Furtado, André
|
|
|
175 |
C |
p. 645-660
|
artikel
|
| 42 |
Mechanical behavior of high strength S690-QT steel welded sections with various heat input energy
|
Liu, Xiao
|
|
|
175 |
C |
p. 245-256
|
artikel
|
| 43 |
New formulation for estimating the damping parameter of the Kelvin-Voigt model for seismic pounding simulation
|
López-Almansa, F.
|
|
|
175 |
C |
p. 284-295
|
artikel
|
| 44 |
Nonlinear analysis of rectangular concrete-filled double steel tubular short columns incorporating local buckling
|
Ahmed, Mizan
|
|
|
175 |
C |
p. 13-26
|
artikel
|
| 45 |
Nonlinear seismic response of a base isolated single pylon cable-stayed bridge
|
Han, Qiang
|
|
|
175 |
C |
p. 806-821
|
artikel
|
| 46 |
Non-probabilistic interval process analysis of time-varying uncertain structures
|
Xia, Baizhan
|
|
|
175 |
C |
p. 101-112
|
artikel
|
| 47 |
Numerical optimisation of novel connection for cross-laminated timber buildings
|
Mpidi Bita, Hercend
|
|
|
175 |
C |
p. 273-283
|
artikel
|
| 48 |
On the modeling and analysis of a vibration absorber for overhead powerlines with multiple resonant frequencies
|
Vaja, N.K.
|
|
|
175 |
C |
p. 711-720
|
artikel
|
| 49 |
On the use of Bernstain-Bézier functions for modelling the post-fire stress-strain relationship of ultra-high strength steel (Grade 1200)
|
Azhari, Fatemeh
|
|
|
175 |
C |
p. 605-616
|
artikel
|
| 50 |
Plastic hinge relocation in reinforced concrete beams using Cu-Al-Mn SMA bars
|
Pareek, S.
|
|
|
175 |
C |
p. 765-775
|
artikel
|
| 51 |
Probabilistic capacity assessment of single circuit transmission tower-line system subjected to strong winds
|
Li, Xuan
|
|
|
175 |
C |
p. 517-530
|
artikel
|
| 52 |
Review of approaches for integrating loss estimation and life cycle assessment to assess impacts of seismic building damage and repair
|
Hasik, Vaclav
|
|
|
175 |
C |
p. 123-137
|
artikel
|
| 53 |
Rigidity of corrugated plate sidewalls and its effect on the modular structural design
|
Yu, Yujie
|
|
|
175 |
C |
p. 191-200
|
artikel
|
| 54 |
Seismic design of a six-storey CLT building in Italy
|
Vassallo, D.
|
|
|
175 |
C |
p. 322-338
|
artikel
|
| 55 |
Seismic performance evaluation of timber-steel hybrid structure through large-scale shaking table tests
|
He, Minjuan
|
|
|
175 |
C |
p. 483-500
|
artikel
|
| 56 |
Seismic performance of concentrically braced frame with hexagonal pattern of braces to mitigate soft story behavior
|
Mashhadiali, Niloufar
|
|
|
175 |
C |
p. 27-40
|
artikel
|
| 57 |
Selection of earthquake records for the non-uniform excitation of bridges
|
Falamarz-Sheikhabadi, M.R.
|
|
|
175 |
C |
p. 296-303
|
artikel
|
| 58 |
Shake table tests on the traditional column-and-tie timber structures
|
Xue, Jianyang
|
|
|
175 |
C |
p. 847-860
|
artikel
|
| 59 |
Simplified design-oriented axial stress-strain model for FRP-confined normal- and high-strength concrete
|
Fallah Pour, Ali
|
|
|
175 |
C |
p. 501-516
|
artikel
|
| 60 |
Size effect tests on shear failure of interior RC beam-to-column joints under monotonic and cyclic loadings
|
Jin, Liu
|
|
|
175 |
C |
p. 591-604
|
artikel
|
| 61 |
Stochastic optimal design of nonlinear viscous dampers for large-scale structures subjected to non-stationary seismic excitations based on dimension-reduced explicit method
|
Su, Cheng
|
|
|
175 |
C |
p. 217-230
|
artikel
|
| 62 |
Stress distribution and resistance of lap splices under fatigue loading
|
Zanuy, Carlos
|
|
|
175 |
C |
p. 700-710
|
artikel
|
| 63 |
Structurally and environmentally favorable masonry units for infilled frames
|
Markulak, Damir
|
|
|
175 |
C |
p. 753-764
|
artikel
|
| 64 |
Testing and modeling the behavior of sandwich lightweight panels against wind and seismic loads
|
Assaad, Joseph
|
|
|
175 |
C |
p. 457-466
|
artikel
|
| 65 |
The continuous strength method for the design of cold-formed steel non-slender tubular cross-sections
|
Yun, Xiang
|
|
|
175 |
C |
p. 549-564
|
artikel
|
| 66 |
Three-dimensional reinforcement design method and program realization for prestressed concrete box-girder bridges based on a specific spatial lattice grid model
|
Sun, Yuan
|
|
|
175 |
C |
p. 822-846
|
artikel
|
| 67 |
Three-dimensional response of steel moment-resisting buildings under seismic sequences
|
Ruiz-García, Jorge
|
|
|
175 |
C |
p. 399-414
|
artikel
|
| 68 |
Torsional warping eigenmodes of FGM beams with longitudinally varying material properties
|
Murin, Justin
|
|
|
175 |
C |
p. 912-925
|
artikel
|
| 69 |
Two-parameter kinematic theory for punching shear in reinforced concrete slabs without shear reinforcement
|
Kueres, Dominik
|
|
|
175 |
C |
p. 201-216
|
artikel
|
| 70 |
Wind-induced responses of tall buildings under combined aerodynamic control
|
Zheng, Chaorong
|
|
|
175 |
C |
p. 86-100
|
artikel
|
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