| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
Analysis of tuned liquid column damper nonlinearities
|
Dziedziech, K.
|
|
|
171 |
C |
p. 1027-1033
|
artikel
|
| 2 |
An analytical approach to predict shear capacity of steel fiber reinforced concrete coupling beams with small span-depth ratio
|
Zhao, Jun
|
|
|
171 |
C |
p. 348-361
|
artikel
|
| 3 |
An effective computational design strategy for H ∞ vibration control of large structures with information constraints
|
Palacios-Quiñonero, F.
|
|
|
171 |
C |
p. 298-308
|
artikel
|
| 4 |
A nondestructive method for load rating of bridges without structural properties and plans
|
Bagheri, Abdollah
|
|
|
171 |
C |
p. 545-556
|
artikel
|
| 5 |
Application of European design principles to cross laminated timber
|
Fink, Gerhard
|
|
|
171 |
C |
p. 934-943
|
artikel
|
| 6 |
A review of methods for strengthening of masonry arches with composite materials
|
Zampieri, Paolo
|
|
|
171 |
C |
p. 154-169
|
artikel
|
| 7 |
A review on functionally graded structures and materials for energy absorption
|
Xu, Fengxiang
|
|
|
171 |
C |
p. 309-325
|
artikel
|
| 8 |
A simplified model for alternate load path assessment in RC structures
|
Lim, Namyo Salim
|
|
|
171 |
C |
p. 696-711
|
artikel
|
| 9 |
Assessment of a steel model truss using distributed fibre optic strain sensing
|
Van Der Kooi, Kyle
|
|
|
171 |
C |
p. 557-568
|
artikel
|
| 10 |
Assessment of probabilistic seismic performance of RC columns jacketed by FRP winding wires using analytical models
|
Choi, Eunsoo
|
|
|
171 |
C |
p. 629-646
|
artikel
|
| 11 |
Behavior of ECC-encased CFST columns under axial compression
|
Cai, Jingming
|
|
|
171 |
C |
p. 1-9
|
artikel
|
| 12 |
Behavior of reinforced concrete frame with masonry infill wall subjected to vertical load
|
Baghi, Hadi
|
|
|
171 |
C |
p. 476-487
|
artikel
|
| 13 |
CHS X-joints strengthened by external stiffeners under brace axial tension
|
Ding, Yunan
|
|
|
171 |
C |
p. 445-452
|
artikel
|
| 14 |
Compressive membrane action in RC one-way slabs
|
Thoma, K.
|
|
|
171 |
C |
p. 395-404
|
artikel
|
| 15 |
Constitutive model for full-range elasto-plastic behavior of structural steels with yield plateau: Formulation and implementation
|
Hu, Fangxin
|
|
|
171 |
C |
p. 1059-1070
|
artikel
|
| 16 |
Corrigendum to “A form-finding method based on the geometrically exact rod model for bending-active structures” [Eng. Struct. 152 (2017) 549–558]
|
Bessini, J.
|
|
|
171 |
C |
p. 1034
|
artikel
|
| 17 |
Corrigendum to “A form-finding method based on the geometrically exact rod model for bending-active structures” [Eng. Struct. 152 (2017) 549–558]
|
Bessini, J.
|
|
|
171 |
C |
p. 1035
|
artikel
|
| 18 |
Corrigendum to “Fast assessing spalling risk of tunnel linings under RABT fire: From a coupled Thermo-Hydro-Chemo-Mechanical model towards an estimation method” [Eng. Struct. 142 (2017) 1–19]
|
Zhang, Yiming
|
|
|
171 |
C |
p. 1051
|
artikel
|
| 19 |
Corrigendum to “Nonlinear analysis of masonry panels strengthened with textile reinforced mortar” [Eng. Struct. 113 (2016) 245–258]
|
Basili, M.
|
|
|
171 |
C |
p. 1057
|
artikel
|
| 20 |
Corrigendum to “Nonlinear line-element modeling of flexural reinforced concrete walls” [Eng. Struct. 104 (2015) 174–192]
|
Pugh, Joshua S.
|
|
|
171 |
C |
p. 894
|
artikel
|
| 21 |
Corrigendum to “Numerical and analytical assessment of the buckling behaviour of Blockhaus log-walls under in-plane compression” [Eng. Struct. 82 (2015) 134–150]
|
Bedon, Chiara
|
|
|
171 |
C |
p. 1058
|
artikel
|
| 22 |
Corrigendum to “Numerical modelling of reinforced concrete walls with minimum vertical reinforcement” [Eng. Struct. 143 (2017) 330–345]
|
Lu, Yiqiu
|
|
|
171 |
C |
p. 1054-1056
|
artikel
|
| 23 |
Corrigendum to “Resonance of high-speed trains moving over a series of simple or continuous beams with non-ballasted tracks” [Eng. Struct. 143 (2017) 295–305]
|
Yang, Y.B.
|
|
|
171 |
C |
p. 1052-1053
|
artikel
|
| 24 |
Corrigendum to “Seismic pounding behavior of multi-story buildings in series considering the effect of infill panels” [Eng. Struct. 144 (2017) 139–150]
|
Elwardany, Hytham
|
|
|
171 |
C |
p. 933
|
artikel
|
| 25 |
Corroded reinforced concrete columns under simulated seismic loading
|
Rajput, Aditya Singh
|
|
|
171 |
C |
p. 453-463
|
artikel
|
| 26 |
Cross laminated timber at in-plane beam loading – Prediction of shear stresses in crossing areas
|
Danielsson, Henrik
|
|
|
171 |
C |
p. 921-927
|
artikel
|
| 27 |
Cross laminated timber (CLT): Design approaches for dowel-type fasteners and connections
|
Ringhofer, Andreas
|
|
|
171 |
C |
p. 849-861
|
artikel
|
| 28 |
Cross laminated timber (CLT) in compression perpendicular to plane: Testing, properties, design and recommendations for harmonizing design provisions for structural timber products
|
Brandner, R.
|
|
|
171 |
C |
p. 944-960
|
artikel
|
| 29 |
Derivation of floor acceleration spectra for an industrial liquid tank supporting structure with braced frame systems
|
Merino Vela, R.J.
|
|
|
171 |
C |
p. 105-122
|
artikel
|
| 30 |
Derive empirical fragility functions for Nepali residential buildings
|
Gautam, Dipendra
|
|
|
171 |
C |
p. 617-628
|
artikel
|
| 31 |
Design recommendations for patch loading resistance of longitudinally stiffened I-girders
|
Loaiza, N.
|
|
|
171 |
C |
p. 747-758
|
artikel
|
| 32 |
Discussion on “Failure behavior of annealed glass for building windows” by B. Navarrete, H. Juárez, L. Olmos, J. Guerrero and P. Garnica [Eng. Struct. 141 (2017) 417–426]
|
Pisano, Gabriele
|
|
|
171 |
C |
p. 1047-1050
|
artikel
|
| 33 |
Discussion on “Seismic capacity of masonry infilled RC frame strengthening with expanded metal ferrocement” by A. Leeanansaksiri, P. Panyakapo, A. Ruangrassamee [Eng. Struct. 159 (2018) 110–127]
|
Aykac, Sabahattin
|
|
|
171 |
C |
p. 928-932
|
artikel
|
| 34 |
Discussion on “Thermal displacements of concrete dams: Accounting for water temperature in statistical models”
|
Salazar, F.
|
|
|
171 |
C |
p. 1071-1072
|
artikel
|
| 35 |
Dynamic behavior and vibration mitigation of a spatial tensegrity beam
|
Feng, Xiaodong
|
|
|
171 |
C |
p. 1007-1016
|
artikel
|
| 36 |
Editorial Board
|
|
|
|
171 |
C |
p. ii
|
artikel
|
| 37 |
Effect of stiffness anisotropy on topology optimisation of additively manufactured structures
|
Chiu, Louis N.S.
|
|
|
171 |
C |
p. 842-848
|
artikel
|
| 38 |
Efficiency of steel and macro-synthetic structural fibers on the flexure-shear behaviour of prestressed concrete beams
|
Joshi, Suhas S.
|
|
|
171 |
C |
p. 47-55
|
artikel
|
| 39 |
Emerging artificial intelligence methods in structural engineering
|
Salehi, Hadi
|
|
|
171 |
C |
p. 170-189
|
artikel
|
| 40 |
Engineering modeling of semi-rigid joints with dowel-type fasteners for nonlinear analysis of timber structures
|
Schweigler, Michael
|
|
|
171 |
C |
p. 123-139
|
artikel
|
| 41 |
Equivalent static load method for hierarchical stiffened composite panel subjected to blast loading
|
Zhang, Bei
|
|
|
171 |
C |
p. 569-582
|
artikel
|
| 42 |
Experimental and numerical studies on stainless steel tubular members under axial cyclic loading
|
Zhou, Feng
|
|
|
171 |
C |
p. 72-85
|
artikel
|
| 43 |
Experimental investigation of interface stiffness between concrete masonry infill and reinforced concrete frames
|
Hammoudah, Sawsan M.W.
|
|
|
171 |
C |
p. 779-793
|
artikel
|
| 44 |
Experimental investigation of rubberised concrete-filled double skin square tubular columns under axial compression
|
Elchalakani, Mohamed
|
|
|
171 |
C |
p. 730-746
|
artikel
|
| 45 |
Experimental study on seismic performance of steel fiber reinforced high strength concrete composite shear walls with different steel fiber volume fractions
|
Lu, Xilin
|
|
|
171 |
C |
p. 247-259
|
artikel
|
| 46 |
Experimental study on the flexural behaviour of notched steel beams strengthened by prestressed CFRP plate with an end plate anchorage system
|
Li, Junhui
|
|
|
171 |
C |
p. 29-39
|
artikel
|
| 47 |
Experimental test of coupling effect on CLT angle bracket connections
|
Liu, Jingjing
|
|
|
171 |
C |
p. 862-873
|
artikel
|
| 48 |
Finite elements analysis of the vibrational response of an adhesively bonded beam
|
García-Barruetabeña, Jon
|
|
|
171 |
C |
p. 94-104
|
artikel
|
| 49 |
Fire design methodologies for cold-formed steel beams made with open and closed cross-sections
|
Laím, Luís
|
|
|
171 |
C |
p. 759-778
|
artikel
|
| 50 |
Force transfer mechanism in RC beams strengthened in shear by means of steel plated concrete
|
Wang, Jia-Ji
|
|
|
171 |
C |
p. 56-71
|
artikel
|
| 51 |
Fracture kinematics of reinforced concrete slabs failing in punching
|
Kueres, Dominik
|
|
|
171 |
C |
p. 269-279
|
artikel
|
| 52 |
Fragility and climate impact assessment of contemporary housing roof sheeting failure due to extreme wind
|
Stewart, Mark G.
|
|
|
171 |
C |
p. 464-475
|
artikel
|
| 53 |
Framework for a performance-based analysis of fires following earthquakes
|
Memari, Mehrdad
|
|
|
171 |
C |
p. 794-805
|
artikel
|
| 54 |
Free and forced vibration analysis of arbitrarily supported rectangular plate systems with attachments and openings
|
Cho, Dae Seung
|
|
|
171 |
C |
p. 1036-1046
|
artikel
|
| 55 |
Global methodology for damage detection and localization in civil engineering structures
|
Frigui, F.
|
|
|
171 |
C |
p. 686-695
|
artikel
|
| 56 |
Identification of transient vibration characteristics of pile-group models during liquefaction using wavelet transform
|
Hall, F.E.
|
|
|
171 |
C |
p. 712-729
|
artikel
|
| 57 |
Identification of Volterra kernels for improved predictions of nonlinear aeroelastic vibration responses and flutter
|
Lin, R.M.
|
|
|
171 |
C |
p. 15-28
|
artikel
|
| 58 |
Inelastic response of base-isolated structures subjected to impact
|
Bao, Yu
|
|
|
171 |
C |
p. 86-93
|
artikel
|
| 59 |
Intermediate crack induced debonding in steel beams reinforced with CFRP plates under fatigue loading
|
Bocciarelli, Massimiliano
|
|
|
171 |
C |
p. 883-893
|
artikel
|
| 60 |
Investigation of the behaviour of SCC bridge deck slabs reinforced with BFRP bars under concentrated loads
|
Zheng, Yu
|
|
|
171 |
C |
p. 500-515
|
artikel
|
| 61 |
Loading rate effects on CFRP strengthened steel square hollow sections under lateral impact
|
Kadhim, Majid M.A.
|
|
|
171 |
C |
p. 874-882
|
artikel
|
| 62 |
Mechanical behavior of a steel tube-confined high-strength concrete shear wall under combined tensile and shear loading
|
Zhou, Jing
|
|
|
171 |
C |
p. 673-685
|
artikel
|
| 63 |
Methods to correct unstrained hanger lengths and cable clamps' installation positions in suspension bridges
|
Zhang, Wen-ming
|
|
|
171 |
C |
p. 202-213
|
artikel
|
| 64 |
Mixed mode fracture characterization of GFRP-concrete bonded interface using four-point single leg bending test
|
Liu, Qinghui
|
|
|
171 |
C |
p. 647-657
|
artikel
|
| 65 |
Numerical simulation of the shear capacity of bolted side-plated RC beams
|
Li, L.Z.
|
|
|
171 |
C |
p. 373-384
|
artikel
|
| 66 |
Optimal design of I-section beam-columns with stress, non-linear deflection and stability constraints
|
Ozbasaran, Hakan
|
|
|
171 |
C |
p. 385-394
|
artikel
|
| 67 |
Optimization of structural patterns for tall buildings: The case of diagrid
|
Tomei, Valentina
|
|
|
171 |
C |
p. 280-297
|
artikel
|
| 68 |
Optimum design of linear multiple tuned mass dampers subjected to white-noise base acceleration considering practical configurations
|
Kim, Sung-Yong
|
|
|
171 |
C |
p. 516-528
|
artikel
|
| 69 |
Performance assessment of existing models to predict brittle failure modes of steel-to-timber connections loaded parallel-to-grain with dowel-type fasteners
|
Cabrero, J.M.
|
|
|
171 |
C |
p. 895-910
|
artikel
|
| 70 |
Performance of dowel-type fasteners and notches for hybrid timber structures
|
Dias, Alfredo M.P.G.
|
|
|
171 |
C |
p. 40-46
|
artikel
|
| 71 |
Prediction of the earthquake response of a three-storey infilled RC structure
|
Furtado, André
|
|
|
171 |
C |
p. 214-235
|
artikel
|
| 72 |
Pseudo-static low cycle test on the mechanical behavior of PHC pipe piles with consideration of soil-pile interaction
|
Huang, Fu-yun
|
|
|
171 |
C |
p. 992-1006
|
artikel
|
| 73 |
Pseudo-static scaled-down experiments on dry stone retaining walls: Preliminary implications for the seismic design
|
Savalle, Nathanael
|
|
|
171 |
C |
p. 336-347
|
artikel
|
| 74 |
Random finite element method for the seismic analysis of gravity dams
|
Hariri-Ardebili, M.A.
|
|
|
171 |
C |
p. 405-420
|
artikel
|
| 75 |
Remaining fatigue life assessment of in-service road bridge decks based upon artificial neural networks
|
Fathalla, Eissa
|
|
|
171 |
C |
p. 602-616
|
artikel
|
| 76 |
Response spectrum method for building structures with viscoelastic dampers described by fractional derivatives
|
Lewandowski, Roman
|
|
|
171 |
C |
p. 1017-1026
|
artikel
|
| 77 |
Restraining requirements for lateral elastic-plastic buckling of columns accounting for random imperfections
|
Dou, Chao
|
|
|
171 |
C |
p. 260-268
|
artikel
|
| 78 |
Review of design approaches and test results on brittle failure modes of connections loaded at an angle to the grain
|
Jockwer, Robert
|
|
|
171 |
C |
p. 362-372
|
artikel
|
| 79 |
Robust vibration serviceability assessment of footbridges subjected to pedestrian excitation: strategy and applications
|
Lievens, Klaus
|
|
|
171 |
C |
p. 236-246
|
artikel
|
| 80 |
School based optimization algorithm for design of steel frames
|
Farshchin, Mohammad
|
|
|
171 |
C |
p. 326-335
|
artikel
|
| 81 |
Shake table studies of a highway bridge model by allowing the sliding of laminated-rubber bearings with and without restraining devices
|
Xiang, Nailiang
|
|
|
171 |
C |
p. 583-601
|
artikel
|
| 82 |
Shaking table testing of granite cladding with undercut bolt anchorage
|
Huang, Baofeng
|
|
|
171 |
C |
p. 488-499
|
artikel
|
| 83 |
Shape memory alloy-carbon fiber reinforced polymer system for strengthening fatigue-sensitive metallic structures
|
Zheng, Bo-Tong
|
|
|
171 |
C |
p. 190-201
|
artikel
|
| 84 |
Shear capacity of cast-in headed anchors in steel fiber-reinforced concrete
|
Lee, Jong-Han
|
|
|
171 |
C |
p. 421-432
|
artikel
|
| 85 |
Simple design of masonry infilled reinforced concrete frames for earthquake resistance
|
Kalman Šipoš, Tanja
|
|
|
171 |
C |
p. 961-981
|
artikel
|
| 86 |
Splitting of timber beams caused by perpendicular to grain forces of multiple connections
|
Leijten, A.J.M.
|
|
|
171 |
C |
p. 10-14
|
artikel
|
| 87 |
Stability and moment-rotation behavior of cold-formed steel purlins with sleeved bolted connection
|
Gilio, Fernando H.S.
|
|
|
171 |
C |
p. 658-672
|
artikel
|
| 88 |
Steel and glubam hybrid space truss
|
Wu, Y.
|
|
|
171 |
C |
p. 140-153
|
artikel
|
| 89 |
Stress field solution for strip loaded reinforced concrete blocks
|
Markić, Tomislav
|
|
|
171 |
C |
p. 911-920
|
artikel
|
| 90 |
Studies on the static behaviors of unbonded prestressed steel reinforced low-strength concrete rectangular frame beams
|
Xiong, Xueyu
|
|
|
171 |
C |
p. 982-991
|
artikel
|
| 91 |
Temporary beam-to-column connection for precast concrete frame assembly
|
Araújo, Daniel de Lima
|
|
|
171 |
C |
p. 529-544
|
artikel
|
| 92 |
Tensile resistances of bolted circular flange connections
|
Couchaux, Maël
|
|
|
171 |
C |
p. 817-841
|
artikel
|
| 93 |
Torsional strengthening of steel circular hollow sections (CHS) using CFRP composites
|
Wu, Chao
|
|
|
171 |
C |
p. 806-816
|
artikel
|
| 94 |
Transfer length in full-scale pretensioned concrete beams with 1.4 m and 2.4 m section depths
|
Yang, Jun-Mo
|
|
|
171 |
C |
p. 433-444
|
artikel
|
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