| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
Aircraft-structure interaction study for the assessment of the reaction-time response of nuclear containment structure
|
Sadique, M.R.
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39 |
C |
p. 866-881
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artikel
|
| 2 |
An assessment of the effect of Na2SiO3/NaOH ratio, NaOH solution concentration, and aging on the fracture properties of ultra-high-performance geopolymer concrete: The application of the work of fracture and size effect methods
|
Ghasemzadeh Mousavinejad, Seyed Hosein
|
|
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39 |
C |
p. 434-443
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artikel
|
| 3 |
Assessment of the seismic behavior of reinforced concrete elements affected by corrosion: An objective comparison between quasi-static and dynamic tests
|
Lejouad, C.
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39 |
C |
p. 653-666
|
artikel
|
| 4 |
Bayesian optimization for selecting efficient machine learning regressors to determine bond-slip model of FRP-to-concrete interface
|
Yuan, Cheng
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39 |
C |
p. 351-364
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artikel
|
| 5 |
Bond enhancement for BFRP bar in concrete by using a resin-filled FRP tube anchorage
|
Wang, Qiang
|
|
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39 |
C |
p. 1107-1117
|
artikel
|
| 6 |
Chloride transport in the reinforced concrete column under the marine environment: Distinguish the atmospheric, tidal-splash and submerged zones
|
Liu, Qingchen
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39 |
C |
p. 365-377
|
artikel
|
| 7 |
Confinement in bending of high-strength lightweight aggregate concrete beams
|
Zivkovic, Jelena
|
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39 |
C |
p. 419-433
|
artikel
|
| 8 |
Damage detection in beam structures using bayesian deep learning and balancing composite motion optimization
|
Nguyen, Thanh Q.
|
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39 |
C |
p. 98-114
|
artikel
|
| 9 |
3D concrete printing modelling of thin-walled structures
|
Nguyen-Van, Vuong
|
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39 |
C |
p. 496-511
|
artikel
|
| 10 |
Development of high-performance timber-concrete composite floors with reinforced notched connections
|
Zhang, Lei
|
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39 |
C |
p. 945-957
|
artikel
|
| 11 |
Earthquake-induced nonlinear dynamic response assessment of structures in terms of discrete wavelet transform
|
Kamgar, Reza
|
|
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39 |
C |
p. 821-847
|
artikel
|
| 12 |
Effect of simulation accuracy of shear keys shear state on seismic response of friction pendulum bearing
|
Wei, Biao
|
|
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39 |
C |
p. 1189-1203
|
artikel
|
| 13 |
Effect of steel fiber on flexural performance of bilayer concrete beams with steel and GFRP rebars: Experiments and predictions
|
Fallah-Valukolaee, Saber
|
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39 |
C |
p. 405-418
|
artikel
|
| 14 |
Estimation of elastoplastic local buckling capacities and novel classification of I-beams based on beam’s elastic local buckling strength
|
Fujak, Szymon M.
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39 |
C |
p. 765-781
|
artikel
|
| 15 |
Evaluation of damping modification factors for floor response spectra via machine learning model
|
Challagulla, S.P.
|
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39 |
C |
p. 679-690
|
artikel
|
| 16 |
Experimental and analytical study of hybrid steel-timber beams in bending
|
Jurkiewiez, Bruno
|
|
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39 |
C |
p. 1231-1248
|
artikel
|
| 17 |
Experimental and numerical analyses of damaged-steel plate reinforced by CFRP patch in moisture and the acidic environment under tensile test
|
Amir Korminejad, S.
|
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39 |
C |
p. 543-558
|
artikel
|
| 18 |
Experimental and numerical analysis of mechanical behaviors of long-term atmospheric corroded Q235 steel
|
Guo, Qi
|
|
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39 |
C |
p. 115-131
|
artikel
|
| 19 |
Experimental and numerical investigations on the mechanical behavior of reinforced concrete arches strengthened with UHPC subjected to asymmetric load
|
Yang, Jun
|
|
|
39 |
C |
p. 1158-1175
|
artikel
|
| 20 |
Experimental and numerical study on dynamic response of concrete filled steel tubular pile subjected to oblique impact
|
Ran, Yonghong
|
|
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39 |
C |
p. 917-927
|
artikel
|
| 21 |
Experimental investigation on flexural behavior of a precast slab joint with perfobond strips and steel fiber-reinforced mortars
|
Minh Hai, Nguyen
|
|
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39 |
C |
p. 278-292
|
artikel
|
| 22 |
Experimental investigation on the impact resistance of rubber self-compacting concrete
|
Chen, Jianxing
|
|
|
39 |
C |
p. 691-704
|
artikel
|
| 23 |
Experimental, numerical, and analytical study of concrete beams reinforced with steel stirrups and embedded with functional plates
|
Van Hong Bui, Linh
|
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39 |
C |
p. 293-309
|
artikel
|
| 24 |
Experimental research and finite element analysis on seismic behavior of square reinforced concrete columns with four interlocking spirals
|
Chen, Zongping
|
|
|
39 |
C |
p. 1-16
|
artikel
|
| 25 |
Experimental study on monotonic, cyclic mechanics and fatigue performance of pressed cone sleeve splices
|
Zhao, Ernian
|
|
|
39 |
C |
p. 482-495
|
artikel
|
| 26 |
Experimental study on shear behavior of joints in precast concrete segmental bridges
|
Zou, Yu
|
|
|
39 |
C |
p. 323-336
|
artikel
|
| 27 |
Experimental study on shear performances of ultra-high performance concrete deep beams
|
Chen, Baochun
|
|
|
39 |
C |
p. 310-322
|
artikel
|
| 28 |
Experimental study on two innovative ductile moment-resisting precast concrete beam-column connections
|
Tadi Beni, M.B.
|
|
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39 |
C |
p. 559-572
|
artikel
|
| 29 |
Failure mechanism and design method of reticulated shells considering joint damage accumulation effect under earthquake load
|
Ma, Huihuan
|
|
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39 |
C |
p. 667-678
|
artikel
|
| 30 |
Fatigue reliability-based replacement strategy for bridge stay cables: A case study in China
|
Fan, Ziyuan
|
|
|
39 |
C |
p. 1176-1188
|
artikel
|
| 31 |
Flexural behavior of UHPC-filled longitudinal connections with non-contacting lap-spliced reinforcements for narrow joint width
|
Jiang, Haibo
|
|
|
39 |
C |
p. 620-636
|
artikel
|
| 32 |
Flexural behaviour of concrete-basalt FRC beams with steel bars under concentrated load
|
Li, Zhihua
|
|
|
39 |
C |
p. 237-252
|
artikel
|
| 33 |
Flexural performance of reinforced concrete beams with recycled aggregates and steel fibres
|
Anike, Emmanuel E.
|
|
|
39 |
C |
p. 1264-1278
|
artikel
|
| 34 |
Fragility analysis of masonry wall subjected to blast loading
|
Shamim, Saba
|
|
|
39 |
C |
p. 1016-1030
|
artikel
|
| 35 |
Fragility-based seismic performance assessment of modular underground arch bridges
|
Nguyen, Van-Toan
|
|
|
39 |
C |
p. 1218-1230
|
artikel
|
| 36 |
Hybrid intelligence approach for performance estimation of rectangular CFST columns under different loading conditions
|
Ren, Qiubing
|
|
|
39 |
C |
p. 720-738
|
artikel
|
| 37 |
Hybrid seismic isolation of vertical pressure vessels in CO2 capture plant
|
Dai, Jun
|
|
|
39 |
C |
p. 17-28
|
artikel
|
| 38 |
Impact behavior of hybrid-fiber reinforced concrete beams
|
Almusallam, Tarek
|
|
|
39 |
C |
p. 782-792
|
artikel
|
| 39 |
Improving semi-active vibration control of an 11-story structure with non-linear behavior and floating fuzzy logic algorithm
|
Bathaei, Akbar
|
|
|
39 |
C |
p. 132-146
|
artikel
|
| 40 |
Improving the tensile resistance at high strain rates of high-performance fiber-reinforced cementitious composite with twisted fibers by modification of twist ratio
|
Tran, Tuan Kiet
|
|
|
39 |
C |
p. 237-248
|
artikel
|
| 41 |
Influence of seismic orientation on the statistical distribution of nonlinear seismic response of the stiffness-eccentric structure
|
Alam, Zeshan
|
|
|
39 |
C |
p. 387-404
|
artikel
|
| 42 |
In-plane structural response and design of steel I-section beam-columns at elevated temperatures
|
Kucukler, Merih
|
|
|
39 |
C |
p. 1045-1062
|
artikel
|
| 43 |
Investigation of the effect of real ground motion record number on seismic response of regular and vertically irregular RC frames
|
Demir, Ahmet
|
|
|
39 |
C |
p. 1074-1091
|
artikel
|
| 44 |
Limit design of reinforced concrete haunched beams by the control of the residual plastic deformation
|
Movahedi Rad, Majid
|
|
|
39 |
C |
p. 987-996
|
artikel
|
| 45 |
Low-cycle fatigue performance and damage sequence investigation of I-shaped steel braced systems and braced frames
|
Zeng, Lijing
|
|
|
39 |
C |
p. 1249-1263
|
artikel
|
| 46 |
Mechanical performance of pre-engineered closed section beam-column connections in CFS frames: Experimental investigation
|
Yang, Haibo
|
|
|
39 |
C |
p. 164-174
|
artikel
|
| 47 |
Nomograms for the pre-dimensioning of RC beam-column joints according to Eurocode 8
|
Nicoletti, Vanni
|
|
|
39 |
C |
p. 958-973
|
artikel
|
| 48 |
Nonlinear effect of Low-velocity impact on tapered laminated composite structures using spline finite strip method
|
Reza Hosseini, Hamid
|
|
|
39 |
C |
p. 739-764
|
artikel
|
| 49 |
Novel hybrid machine learning approach for predicting structural response of RC beams under blast loading
|
Almustafa, Monjee K.
|
|
|
39 |
C |
p. 1092-1106
|
artikel
|
| 50 |
Numerical methodologies for the analysis of stone arch bridges with damage under railway loading
|
Silva, R.
|
|
|
39 |
C |
p. 573-592
|
artikel
|
| 51 |
Numerical simulation and simplified calculation of the effective slab width for composite cable-stayed bridges
|
Giaccu, Gian Felice
|
|
|
39 |
C |
p. 512-526
|
artikel
|
| 52 |
Numerical study and design rule for axial capacities of pultruded GFRP hollow columns
|
Kasiviswanathan, M.
|
|
|
39 |
C |
p. 253-265
|
artikel
|
| 53 |
On advantages of the “Substitute Frame” model for incremental dynamic analysis: Integration of speed and accuracy
|
Soleimani, Reza
|
|
|
39 |
C |
p. 266-277
|
artikel
|
| 54 |
Optimization of multiple tuned mass dampers for a two-span continuous railway bridge via differential evolution algorithm
|
Araz, Onur
|
|
|
39 |
C |
p. 29-38
|
artikel
|
| 55 |
Optimum arrangement investigation of LRB and FPS isolators for seismic response control in irregular buildings
|
Shiravand, M.R.
|
|
|
39 |
C |
p. 1031-1044
|
artikel
|
| 56 |
Parametric study and improved capacity model for RC beams strengthened with side NSM CFRP bars
|
Adheem, Ali Hadi
|
|
|
39 |
C |
p. 1118-1134
|
artikel
|
| 57 |
Parametric study on cold-formed steel built-up columns using direct strength method
|
Djafour, Naoual
|
|
|
39 |
C |
p. 337-350
|
artikel
|
| 58 |
Practical approach for estimating flexural strengths of corroded RC members considering bond strength degradation
|
Han, Sun-Jin
|
|
|
39 |
C |
p. 808-820
|
artikel
|
| 59 |
Quality control and safety assessment of prestressed concrete bridge decks through combined field tests and numerical simulation
|
De Domenico, Dario
|
|
|
39 |
C |
p. 1135-1157
|
artikel
|
| 60 |
Reliability analysis of bridge girders based on regular vine Gaussian copula model and monitored data
|
Xiao, Qingkai
|
|
|
39 |
C |
p. 1063-1073
|
artikel
|
| 61 |
Reliability-based design of fiber reinforced concrete slabs-on-ground in flexure as per ACI 360
|
Awad, Raghad
|
|
|
39 |
C |
p. 207-217
|
artikel
|
| 62 |
Replaceable fuse buckling-restrained brace (BRB): Experimental cyclic qualification testing and NLFEA modeling
|
Al-Sadoon, Zaid A.
|
|
|
39 |
C |
p. 997-1015
|
artikel
|
| 63 |
Research on Medium density fiberboard (MDF) behavior against screw axial withdrawal: Impact of density and operational variables
|
Farajollah Pour, Mohammad
|
|
|
39 |
C |
p. 194-206
|
artikel
|
| 64 |
Research on seismic excitation direction of double-deck curved bridges: A probabilistic method based on the random forest algorithm
|
Guo, Weizuo
|
|
|
39 |
C |
p. 705-719
|
artikel
|
| 65 |
Research progress on curved plates in China: Mechanical analysis methods and load-bearing behaviours
|
Song, Yiheng
|
|
|
39 |
C |
p. 793-807
|
artikel
|
| 66 |
Sardinia Radio Telescope structural behavior under solar thermal load
|
Attoli, Alessandro
|
|
|
39 |
C |
p. 901-916
|
artikel
|
| 67 |
Seismic behavior of an innovative equivalent monolithic precast shear wall under low and high axial load ratios
|
Guo, Shengqi
|
|
|
39 |
C |
p. 444-469
|
artikel
|
| 68 |
Seismic fragility analysis of CFT frames with buckling-restrained braces and steel braces under long- and short-duration ground motions
|
Wang, Jingfeng
|
|
|
39 |
C |
p. 848-865
|
artikel
|
| 69 |
Seismic fragility assessment of traditional air-cooled support structure and air-cooled support energy dissipation structure based on IDA method
|
Wang, Zuojie
|
|
|
39 |
C |
p. 974-986
|
artikel
|
| 70 |
Seismic multi-objective optimization of vertically irregular steel frames with setbacks upgraded by buckling-restrained braces
|
Tu, Xiang
|
|
|
39 |
C |
p. 470-481
|
artikel
|
| 71 |
Seismic performance analysis of steel frames with FCP composite external wall
|
Zhou, Bo
|
|
|
39 |
C |
p. 86-97
|
artikel
|
| 72 |
Seismic performance assessment of high asphalt concrete core rockfill dam considering shorter duration and longer duration
|
Sun, Benbo
|
|
|
39 |
C |
p. 1204-1217
|
artikel
|
| 73 |
Seismic performance of reinforced concrete beam-column joints strengthened with NSM steel bars and NSM CFRP strips
|
Hashemi, Seyed Meisam
|
|
|
39 |
C |
p. 57-69
|
artikel
|
| 74 |
Seismic performance of underwater RC bridge piers strengthened with self-compacting concrete-filled BFRP jacket
|
Xia, Zhanghua
|
|
|
39 |
C |
p. 637-652
|
artikel
|
| 75 |
Seismic-resilient diagrid structures with hybrid buckling restrained braces
|
Heshmati, Mahdi
|
|
|
39 |
C |
p. 218-236
|
artikel
|
| 76 |
Seismic response mitigation of girder displacement of cable-stayed bridge using inerter systems
|
Zhang, Hongli
|
|
|
39 |
C |
p. 928-944
|
artikel
|
| 77 |
Sensitivity of strength reduction factor for structures considering soil-structure interaction
|
Anand, Vishwajit
|
|
|
39 |
C |
p. 593-606
|
artikel
|
| 78 |
Shear resistant mechanisms in steel fiber reinforced concrete beams: An analytical investigation
|
Singh Negi, Bichitra
|
|
|
39 |
C |
p. 607-619
|
artikel
|
| 79 |
Shear strengthening of reinforced concrete T-beams with anchored and non-anchored CFRP fabrics
|
Arslan, Musa Hakan
|
|
|
39 |
C |
p. 527-542
|
artikel
|
| 80 |
Static performance of steel temcor joint subjected to out-of-plane bending moments
|
Mashrah, W.A.H.
|
|
|
39 |
C |
p. 882-900
|
artikel
|
| 81 |
Statistical and vulnerability prediction model considering empirical seismic damage to masonry structures
|
Li, Si-Qi
|
|
|
39 |
C |
p. 147-163
|
artikel
|
| 82 |
Structural behaviour of post-earthquake steel plate shear wall repaired by non-welded oblique stiffeners
|
Yu, Jinguang
|
|
|
39 |
C |
p. 70-85
|
artikel
|
| 83 |
Study on flexural behavior of coral concrete beams reinforced with CFRP bars
|
Deng, Zhiheng
|
|
|
39 |
C |
p. 378-386
|
artikel
|
| 84 |
Subassemblage tests and analysis of buckling-restrained braced reinforced concrete frames with various gusset connections
|
Wang, Jingfeng
|
|
|
39 |
C |
p. 39-56
|
artikel
|
| 85 |
Ultimate response and plastic design of aluminium alloy continuous beams
|
Georgantzia, Evangelia
|
|
|
39 |
C |
p. 175-193
|
artikel
|
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