| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
Age-dependent failure probabilities of corroding concrete sewer pipes under traffic loads
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Zamanian, Soroush
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52 |
C |
p. 524-535
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artikel
|
| 2 |
Analytical approach for bursting cracking analysis of post-tensioned anchorage zone
|
He, Zhi-Qi
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52 |
C |
p. 401-409
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artikel
|
| 3 |
A narrative review on strengthening of reinforced concrete beams using carbon fibre reinforced polymer composite material through experimental investigation and numerical modelling
|
Solahuddin, B.A.
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52 |
C |
p. 666-710
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artikel
|
| 4 |
An efficient model for solar radiation induced top displacement of steel-concrete composite bridge towers
|
Zhang, Han-Shuo
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52 |
C |
p. 1009-1019
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artikel
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| 5 |
An efficient structural reliability analysis method with active learning Kriging-assisted robust adaptive importance sampling
|
Song, Chaolin
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52 |
C |
p. 711-722
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artikel
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| 6 |
A new and convenient method for strength evaluation of cracked cylindrical shell based on the ratio of crack tip stresses
|
Li, Rong
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52 |
C |
p. 146-157
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artikel
|
| 7 |
A new method for establishing the total potential energy equations of steel members based on the principle of virtual work
|
Luo, Lisheng
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52 |
C |
p. 904-920
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artikel
|
| 8 |
An innovative method for improving the cyclic performance of concrete beams retrofitted with prefabricated basalt-textile-reinforced ultra-high performance concrete
|
Esmaeili, Jamshid
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|
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52 |
C |
p. 813-823
|
artikel
|
| 9 |
Application of Machine Learning to predict the mechanical properties of high strength steel at elevated temperatures based on the chemical composition
|
Shaheen, Mohamed A.
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52 |
C |
p. 17-29
|
artikel
|
| 10 |
A practical velocity-based method for signal reproduction control in shaking table tests
|
Liu, Zhi-Qian
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52 |
C |
p. 1071-1086
|
artikel
|
| 11 |
A proposed approach for Pin-Fuse connections strengthened with pre-tensioned cables
|
Alinejad, Nima
|
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52 |
C |
p. 868-876
|
artikel
|
| 12 |
A review study on seismic behavior of individual and adjacent structures considering the soil – Structure interaction
|
Abdulaziz, Mohammed A.
|
|
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52 |
C |
p. 348-369
|
artikel
|
| 13 |
Assessment of railway bridge pier settlement based on train acceleration response using machine learning algorithms
|
Abdu, Danladi Mamman
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|
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52 |
C |
p. 598-608
|
artikel
|
| 14 |
A symplectic conservative perturbation series expansion method for nonlinear Hamiltonian equations with perturbation terms
|
Zheng, Yuning
|
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52 |
C |
p. 312-319
|
artikel
|
| 15 |
Axial compression test on concrete columns hybrid strengthened with CFRP/CPVC tube and ECC cladding layers
|
Han, Tianhao
|
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52 |
C |
p. 370-385
|
artikel
|
| 16 |
Behavior of hollow self-compacted concrete beams reinforced with aluminum sections
|
Mansour, Walid
|
|
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52 |
C |
p. 549-567
|
artikel
|
| 17 |
Behaviour and design of monotonically loaded reinforced concrete external beam-column joints
|
Algassem, Omar
|
|
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52 |
C |
p. 946-970
|
artikel
|
| 18 |
Bending, buckling and free vibration analyses of shallow-to-deep FG curved sandwich beams using a global–local refined shear deformation theory
|
Lezgy-Nazargah, M.
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52 |
C |
p. 568-581
|
artikel
|
| 19 |
Bond-slip performance of seawater sea sand concrete filled filament wound FRP tubes under cyclic and static loads
|
Bazli, Milad
|
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52 |
C |
p. 889-903
|
artikel
|
| 20 |
Bridge seismic fragility model based on support vector machine and relevance vector machine
|
MO, Ruchun
|
|
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52 |
C |
p. 768-778
|
artikel
|
| 21 |
Capacity gradients and capacity fragility of code-conforming RC frame joints based on pseudo-static tests
|
Wang, Yumei
|
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52 |
C |
p. 742-751
|
artikel
|
| 22 |
Deep autoencoder model for direct monitoring of bridges subjected to a moving vehicle load under varying temperature conditions
|
Yessoufou, Fadel
|
|
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52 |
C |
p. 752-767
|
artikel
|
| 23 |
Depth-dependent flexural behavior of plain and bar-reinforced ultra-high-performance hybrid fiber-reinforced concrete –analytical, numerical, and uncertainty modeling
|
Abbas, Yassir M.
|
|
|
52 |
C |
p. 723-741
|
artikel
|
| 24 |
Development of numerical model capturing cyclic behavior of Two-Side clamped infill plates
|
Shin, Dong-Hyeon
|
|
|
52 |
C |
p. 241-255
|
artikel
|
| 25 |
Effect of combination of waste glass powder and plastic aggregate on structural behavior of reinforced concrete beams
|
Mohammed, Thanaa Khalaf
|
|
|
52 |
C |
p. 83-103
|
artikel
|
| 26 |
Efficient training of two ANNs using four meta-heuristic algorithms for predicting the FRP strength
|
Kaveh, Ali
|
|
|
52 |
C |
p. 256-272
|
artikel
|
| 27 |
Enhancing the behavior of reinforced concrete box girders under Two-point Loading: Numerical and experimental investigations
|
Eltaly, Boshra A.
|
|
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52 |
C |
p. 386-400
|
artikel
|
| 28 |
Evaluating the effect of infill walls on seismic responses of post-tensioned self-centering concrete frames based on a new analytical model
|
Li, Lu-Xi
|
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52 |
C |
p. 320-331
|
artikel
|
| 29 |
Experimental and numerical study on detection of sleeve grouting defect with impact-echo method
|
Cao, Dong
|
|
|
52 |
C |
p. 632-650
|
artikel
|
| 30 |
Experimental and theoretical analyses of chloride transport in recycled concrete subjected to a cyclic drying-wetting environment
|
Lian, Songsong
|
|
|
52 |
C |
p. 1020-1034
|
artikel
|
| 31 |
Experimental behavior of circular concrete-filled steel tabular columns under near-fault cyclic loadings
|
Van Cao, Vui
|
|
|
52 |
C |
p. 449-463
|
artikel
|
| 32 |
Experimental research and finite element analysis on seismic performance of resilient columns applying high-strength recycled aggregate concrete
|
Liu, Xiao
|
|
|
52 |
C |
p. 1130-1145
|
artikel
|
| 33 |
Experimental study on seismic behavior of a new precast shear wall system with angle steel connectors
|
Yang, Jun
|
|
|
52 |
C |
p. 30-41
|
artikel
|
| 34 |
Experimental study on seismic behavior of fabricated lightweight steel solid waste High-strength foam concrete composite wall
|
Hao, Yunhong
|
|
|
52 |
C |
p. 921-932
|
artikel
|
| 35 |
Experimental study on seismic cyclic behavior of an innovative blind bolted connection joint between modules in modular steel frame
|
Liu, Ziliang
|
|
|
52 |
C |
p. 158-174
|
artikel
|
| 36 |
Experimental study on the seismic performance of prefabricated frame piers
|
Bao, Longsheng
|
|
|
52 |
C |
p. 651-665
|
artikel
|
| 37 |
Fatigue cracking characteristics of components stiffened with vertical ribs under eccentric loading in steel bridge deck
|
Fang, Liang
|
|
|
52 |
C |
p. 495-505
|
artikel
|
| 38 |
Feasibility study of self-centring beam-to-column joints with posttensioned SMA strands
|
Qian, Hui
|
|
|
52 |
C |
p. 205-219
|
artikel
|
| 39 |
Finite element analysis of the response of conventional and special reinforcement detailed concrete beams subjected to impact loads
|
Derseh, Solomon Abebe
|
|
|
52 |
C |
p. 57-82
|
artikel
|
| 40 |
Finite element analysis on shear behavior of headed studs in steel-UHPC composite slab
|
Hu, Wenxu
|
|
|
52 |
C |
p. 464-475
|
artikel
|
| 41 |
Finite element model evolution of perforated steel plate shear walls under cyclic loading
|
Ghobadi, Farid
|
|
|
52 |
C |
p. 286-298
|
artikel
|
| 42 |
Flexural behavior of novel CFDST components with external welded corrugated steel tubes
|
Liao, Xu
|
|
|
52 |
C |
p. 42-56
|
artikel
|
| 43 |
Flexural behavior of steel fiber-reinforced coal gangue aggregate concrete beams
|
Cai, Bin
|
|
|
52 |
C |
p. 131-145
|
artikel
|
| 44 |
High-velocity projectile impact resistance of reinforced concrete slabs with ultra-high performance concrete strengthening - A numerical study
|
Liu, Jian
|
|
|
52 |
C |
p. 422-436
|
artikel
|
| 45 |
Impact force profiles of steel pipes under drop weight impact
|
Zhang, Xu
|
|
|
52 |
C |
p. 1101-1115
|
artikel
|
| 46 |
Impact of rail joints on the local stresses in crane runway girders
|
Kettler, Markus
|
|
|
52 |
C |
p. 1087-1100
|
artikel
|
| 47 |
Influence of near-field ground motions and their equivalent pulses on nonlinear seismic response of intake-outlet towers and predicting based on artificial neural networks
|
Bigdeli, Ali
|
|
|
52 |
C |
p. 1051-1070
|
artikel
|
| 48 |
Investigation on the mechanical behavior of glulam beam string
|
Zhao, Jingxian
|
|
|
52 |
C |
p. 582-597
|
artikel
|
| 49 |
Life cycle carbon emission assessment of large-span steel structures: A case study
|
You, Jianzhou
|
|
|
52 |
C |
p. 842-853
|
artikel
|
| 50 |
Life-cycle cost analysis of steel frames with shape-memory alloy based dampers
|
Aghajani, Morteza
|
|
|
52 |
C |
p. 794-812
|
artikel
|
| 51 |
Machine learning-based models for predicting the shear strength of synthetic fiber reinforced concrete beams without stirrups
|
Almasabha, Ghassan
|
|
|
52 |
C |
p. 299-311
|
artikel
|
| 52 |
Machine learning-based optimization design of bistable curved shell structures with variable thickness
|
Liu, Junbang
|
|
|
52 |
C |
p. 175-186
|
artikel
|
| 53 |
Mechanical model for the shear-punching strength of steel fiber reinforced concrete slabs under concentric loading
|
Marí, Antonio
|
|
|
52 |
C |
p. 854-867
|
artikel
|
| 54 |
Mechanical performance of an elastomeric bearing incorporated within steel ring restrainers
|
Wu, Huan
|
|
|
52 |
C |
p. 117-130
|
artikel
|
| 55 |
Mechanical performance of spun-cast full-scale precast pipes incorporating hybrid conventional rebar cage and steel fibers
|
Faisal, Adeel
|
|
|
52 |
C |
p. 104-116
|
artikel
|
| 56 |
Metamodel-assisted design optimization in the field of structural engineering: A literature review
|
Negrin, Iván
|
|
|
52 |
C |
p. 609-631
|
artikel
|
| 57 |
Micro-holes’ effect on energy absorption ability in three-dimensional brittle materials under impact loading: A preliminary research
|
Yao, Wenkai
|
|
|
52 |
C |
p. 220-229
|
artikel
|
| 58 |
Modeling of shear-lap tests of flat and curved masonry specimens strengthened by FRCM
|
Grande, Ernesto
|
|
|
52 |
C |
p. 437-448
|
artikel
|
| 59 |
Nonlinear deflection characteristics of damaged composite structure theoretical prediction and experimental verification
|
Kumar, Vikash
|
|
|
52 |
C |
p. 410-421
|
artikel
|
| 60 |
Numerical evaluation of Masonry-Infill Frames: Analysis of lateral strength and failure modes on meso scale
|
Rahbar, Ehsan
|
|
|
52 |
C |
p. 779-793
|
artikel
|
| 61 |
Numerical investigation and design of P-M interaction capacity of CFRP-jacketed hexagonal CFST short beam-columns
|
Ami, Masoud
|
|
|
52 |
C |
p. 983-1008
|
artikel
|
| 62 |
Numerical modelling, parametric analysis and design of UHPFRC beams exposed to fire
|
Simwanda, Lenganji
|
|
|
52 |
C |
p. 1-16
|
artikel
|
| 63 |
Optimum design of steel frames with sizing and orientation design variables using a reformulated evolution strategy
|
Hasançebi, Oğuzhan
|
|
|
52 |
C |
p. 273-285
|
artikel
|
| 64 |
Optimum tuned tandem mass dampers for suppressing seismic-induced vibrations considering soil-structure interaction
|
Araz, Onur
|
|
|
52 |
C |
p. 1146-1159
|
artikel
|
| 65 |
Parameter design and performance evaluation of tuned mass damper (TMD) for seismic control of structure considering soil-structure interaction (SSI)
|
Gao, Zhidong
|
|
|
52 |
C |
p. 1116-1129
|
artikel
|
| 66 |
Post-earthquake functionality assessment of MRFs enhanced by resiliently lateral-resistant and bottom systems
|
Chen, Yinzhen
|
|
|
52 |
C |
p. 476-494
|
artikel
|
| 67 |
Post-earthquake regional structural damage evaluation based on artificial neural networks considering variant structural properties
|
Yuan, Xinzhe
|
|
|
52 |
C |
p. 971-982
|
artikel
|
| 68 |
Predicted compressive stress–strain model for high-strength stirrup confined concrete
|
Ni, Xiangyong
|
|
|
52 |
C |
p. 933-945
|
artikel
|
| 69 |
Predicting the behaviour of self-compacting concrete incorporating agro-industrial waste using experimental investigations and comparative machine learning modelling
|
Shah, S N R
|
|
|
52 |
C |
p. 536-548
|
artikel
|
| 70 |
Probabilistic analysis of corrosion initiation in existing reinforced concrete structures with imprecise random field
|
Yang, Yiming
|
|
|
52 |
C |
p. 877-888
|
artikel
|
| 71 |
Probabilistic-based discrete model for the seismic fragility assessment of masonry structures
|
da Silva, Luis C.M.
|
|
|
52 |
C |
p. 506-523
|
artikel
|
| 72 |
Robustness of a full-scale precast building structure subjected to corner-column failure
|
Buitrago, Manuel
|
|
|
52 |
C |
p. 824-841
|
artikel
|
| 73 |
Seismic performance of RC frame structure across the earth fissure based on pushover analysis
|
Zhou, Peng
|
|
|
52 |
C |
p. 1035-1050
|
artikel
|
| 74 |
Shake table real-time hybrid testing for shear buildings based on sliding mode acceleration control method
|
Yao, Hongcan
|
|
|
52 |
C |
p. 230-240
|
artikel
|
| 75 |
Shear strengthening of continuous RC T-beams with deep embedded CFRP and steel bars: A numerical study
|
Dutta, Baisali
|
|
|
52 |
C |
p. 187-204
|
artikel
|
| 76 |
Time-dependent nonuniform numerical model of corrosion process and consequent corrosion-induced concrete cracking under chloride attack
|
Bui, Huy Tang
|
|
|
52 |
C |
p. 332-347
|
artikel
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