| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A comparative study of models for shear strength of reinforced concrete T-beams
|
Liu, Jian
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|
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35 |
C |
p. 922-930
|
artikel
|
| 2 |
A critical review on experimental investigation and finite element analysis on structural performance of kenaf fibre reinforced concrete
|
Solahuddin, B.A.
|
|
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35 |
C |
p. 1030-1061
|
artikel
|
| 3 |
A fast on-site measure-analyze-suppress response to control vortex-induced-vibration of a long-span bridge
|
Zhao, Lin
|
|
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35 |
C |
p. 192-201
|
artikel
|
| 4 |
An improved AK-MCS for reliability analysis by an efficient and simple reduction strategy of candidate sample pool
|
Liu, Ziyi
|
|
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35 |
C |
p. 373-387
|
artikel
|
| 5 |
An investigation on static and fatigue life evaluation of grooved adhesively bonded T-joints
|
Masoudi Nejad, Reza
|
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35 |
C |
p. 340-349
|
artikel
|
| 6 |
A precast beam-column joint using an innovative friction damper as a connector: Experimental and numerical study
|
Qi, Ai
|
|
|
35 |
C |
p. 968-989
|
artikel
|
| 7 |
A review on high-strength engineered cementitious composites (HS-ECC): Design, mechanical property and structural application
|
Ding, Yao
|
|
|
35 |
C |
p. 903-921
|
artikel
|
| 8 |
A three-dimensional approach to the Extended Limit Analysis of Reinforced Masonry
|
López López, David
|
|
|
35 |
C |
p. 1062-1077
|
artikel
|
| 9 |
Behaviour of self compacting concrete hybrid fiber reinforced hollow beams
|
Anuradha, V.
|
|
|
35 |
C |
p. 990-1001
|
artikel
|
| 10 |
Behaviour of self-repaired reinforced concrete beams made using smart materials under static cyclic loads (shear study)
|
Hassan, Haysam S.
|
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35 |
C |
p. 406-420
|
artikel
|
| 11 |
Block shear strength in thin-walled lean duplex stainless steel fillet welded connection with base metal fracture
|
Cho, YongHyun
|
|
|
35 |
C |
p. 1243-1255
|
artikel
|
| 12 |
Bond behavior of the CFRP-concrete interface under combined sustained load and sulfate erosion
|
Zhang, Jiawei
|
|
|
35 |
C |
p. 551-564
|
artikel
|
| 13 |
Can a 3D woven GFRP composite really provide better impact resistance compared to a 2D woven GFRP composite at all of the thicknesses?
|
Kazemianfar, Behzad
|
|
|
35 |
C |
p. 36-45
|
artikel
|
| 14 |
Causal implementation of rate-independent linear damping for the seismic protection of low-frequency structures
|
Liu, Wei
|
|
|
35 |
C |
p. 274-288
|
artikel
|
| 15 |
Comparison of several model updating methods based on full-scale model test of track beam
|
Zhong, Jiwei
|
|
|
35 |
C |
p. 46-54
|
artikel
|
| 16 |
Cyclic behavior of non-seismically detailed full-scale exterior beam-column subassemblies with setback in columns
|
Zhao, X.Y.
|
|
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35 |
C |
p. 531-550
|
artikel
|
| 17 |
Cyclic behaviour of precast beam-to-column connections: An experimental and numerical investigation
|
Torra-Bilal, Ines
|
|
|
35 |
C |
p. 939-957
|
artikel
|
| 18 |
Cyclic response of laminated bamboo lumber nailed connection: Theoretical modelling and experimental investigations
|
Chen, Guo
|
|
|
35 |
C |
p. 118-131
|
artikel
|
| 19 |
Damage identification of structures using incomplete mode shape and improved TLBO-PSO with self-controlled multi-stage strategy
|
Das, Subhajit
|
|
|
35 |
C |
p. 1101-1124
|
artikel
|
| 20 |
Design, validation, and application of a hybrid shape memory alloy-magnetorheological fluid-based core bracing system under tension and compression
|
Zareie, Shahin
|
|
|
35 |
C |
p. 1151-1161
|
artikel
|
| 21 |
Deterioration of concrete mechanical properties and fracture of steel bars caused by alkali-silica reaction: A review
|
Lu, Chunhua
|
|
|
35 |
C |
p. 893-902
|
artikel
|
| 22 |
Durability design criteria for the hybrid carbon fibre reinforced polymer (CFRP)-reinforced geopolymer concrete bridges
|
Hadigheh, S. Ali
|
|
|
35 |
C |
p. 325-339
|
artikel
|
| 23 |
Effect of concrete confinement level on load-bearing capacity of steel-reinforced concrete (SRC) columns under eccentric loading: Experiment and FEA model
|
Naghipour, Morteza
|
|
|
35 |
C |
p. 202-213
|
artikel
|
| 24 |
Effect of metakaolin on the mechanical properties and pore characteristics of fiber-reinforced tailing recycled aggregate concrete
|
Xu, Fan
|
|
|
35 |
C |
p. 15-25
|
artikel
|
| 25 |
‘Estimation of the moment redistribution and plastic hinge characteristics in two span beams cast with high-performance fiber reinforced Cementinious composite (HPFRCC)
|
Ehsani, Ramin
|
|
|
35 |
C |
p. 1175-1190
|
artikel
|
| 26 |
Experimental and numerical investigation of impact behavior of RC slab with different opening size and layout
|
Yılmaz, Tolga
|
|
|
35 |
C |
p. 818-832
|
artikel
|
| 27 |
Experimental and numerical investigation on the structural performance of a novel type of pultruded composite cross-arm for power transmission towers
|
Zekavati, Ali Asghar
|
|
|
35 |
C |
p. 833-844
|
artikel
|
| 28 |
Experimental and numerical study on eccentric compression performance of Dou-Gong brackets at column tops
|
Xue, Jianyang
|
|
|
35 |
C |
p. 608-621
|
artikel
|
| 29 |
Experimental and numerical study on the mechanical properties of embedded double-row-pins connectors
|
Cheng, Chen
|
|
|
35 |
C |
p. 214-232
|
artikel
|
| 30 |
Experimental investigation and design method of the flexural buckling resistance of high-strength aluminum alloy H-columns
|
Yuan, Lin
|
|
|
35 |
C |
p. 1339-1349
|
artikel
|
| 31 |
Experimental investigation of a new lateral bracing system called OGrid under cyclic loading
|
Boostani, Maryam
|
|
|
35 |
C |
p. 172-191
|
artikel
|
| 32 |
Experimental investigation on fatigue behavior of composite beams with different studs arrangements
|
El-Zohairy, Ayman
|
|
|
35 |
C |
p. 146-159
|
artikel
|
| 33 |
Experimental investigation on reinforced concrete slabs under high-mass low velocity repeated impact loads
|
Said, AbdulMuttalib. I.
|
|
|
35 |
C |
p. 314-324
|
artikel
|
| 34 |
Experimental investigation on square steel tubular columns with initial crack defects
|
Qiao, Huiyun
|
|
|
35 |
C |
p. 388-405
|
artikel
|
| 35 |
Experimental investigation on the flexural-shear performance of railway short piers
|
Han, Guoqing
|
|
|
35 |
C |
p. 792-806
|
artikel
|
| 36 |
Experimental study and numerical analysis on bearing capacity of 6082-T6 aluminum alloy columns under eccentric compression at elevated temperatures
|
Yu, Zhiwei
|
|
|
35 |
C |
p. 1219-1231
|
artikel
|
| 37 |
Experimental study and numerical simulation of seismic behaviour of corroded reinforced concrete frames
|
Nagender, T.
|
|
|
35 |
C |
p. 1256-1269
|
artikel
|
| 38 |
Experimental study on cyclic shear performance of steel plate shear wall with different buckling restraints
|
Tan, Ji-Ke
|
|
|
35 |
C |
p. 469-482
|
artikel
|
| 39 |
Experimental study on hysteretic behavior for corroded circular RC columns retrofitted by ICCP-SS
|
Feng, Ran
|
|
|
35 |
C |
p. 421-435
|
artikel
|
| 40 |
Experimental study on shear response of GFRP reinforced concrete beams strengthened with externally bonded CFRP sheets
|
Junaid, M Talha
|
|
|
35 |
C |
p. 1295-1307
|
artikel
|
| 41 |
Experimental study on the compressive behavior of concrete filled steel tubular columns with regional corrosion
|
Li, Ming
|
|
|
35 |
C |
p. 882-892
|
artikel
|
| 42 |
Experimental study on the seismic performance of new precast concrete beam-column joints with replaceable connection
|
Huang, Wei
|
|
|
35 |
C |
p. 856-872
|
artikel
|
| 43 |
Experimental–theoretical investigation of the short-term vibration response of uncracked prestressed concrete members under long-age conditions
|
Bonopera, Marco
|
|
|
35 |
C |
p. 260-273
|
artikel
|
| 44 |
Flexural performance of layered PET fiber reinforced concrete beams
|
Khalid Ali, Omar
|
|
|
35 |
C |
p. 55-67
|
artikel
|
| 45 |
Full-range nonlinear analysis of post-tensioned anchorage zones based on modified strut-and-tie model
|
Zhou, Linyun
|
|
|
35 |
C |
p. 565-576
|
artikel
|
| 46 |
Full-scale fire and postearthquake fire experiments of CFS walls with new configurations
|
Liu, Kun
|
|
|
35 |
C |
p. 706-721
|
artikel
|
| 47 |
Functionally graded materials for marine risers by additive manufacturing for high-temperature applications: Experimental investigations
|
Chandrasekaran, Srinivasan
|
|
|
35 |
C |
p. 931-938
|
artikel
|
| 48 |
Geometric optimisation analysis of Steel–Concrete hybrid wind turbine towers
|
Huang, Xiaogang
|
|
|
35 |
C |
p. 1125-1137
|
artikel
|
| 49 |
GNDO-SVR: An efficient surrogate modeling approach for reliability-based design optimization of concrete dams
|
Rad, Mohammad Javad Ghasemi
|
|
|
35 |
C |
p. 722-733
|
artikel
|
| 50 |
Horizontal pushout tests and parametric analyses of a locking-bolt demountable shear connector
|
He, Jun
|
|
|
35 |
C |
p. 667-683
|
artikel
|
| 51 |
Identifying damage mechanisms of gymnasium structure damaged by the 2011 Tohoku earthquake based on biaxial excitation
|
Suzuki, Atsushi
|
|
|
35 |
C |
p. 1321-1338
|
artikel
|
| 52 |
Improved arithmetic optimization algorithm and its application to discrete structural optimization
|
Kaveh, Ali
|
|
|
35 |
C |
p. 748-764
|
artikel
|
| 53 |
Influence of restrainer bar chairs on the compression and flexural behaviour of reinforced masonry walls
|
Zahra, Tatheer
|
|
|
35 |
C |
p. 360-372
|
artikel
|
| 54 |
Investigating the effects of masonry infill panels on high-rise structures
|
Rooshenas, Arash
|
|
|
35 |
C |
p. 106-117
|
artikel
|
| 55 |
Investigation of concrete box girder positive temperature gradient patterns considering different climatic regions
|
Cai, Chenzhi
|
|
|
35 |
C |
p. 591-607
|
artikel
|
| 56 |
Lateral overturning process and failure mechanism of curved steel-concrete composite box-girder bridges under specific overloading vehicles
|
Ji, Xin-Lin
|
|
|
35 |
C |
p. 638-649
|
artikel
|
| 57 |
Load-carrying capacity of dowelled joints with slotted-in steel plate loaded at an angle to the grain
|
Xu, Bo-Han
|
|
|
35 |
C |
p. 350-359
|
artikel
|
| 58 |
Loss assessment of rigid-frame bridges under horizontal and vertical ground motions
|
Al-Attraqchi, Ali Y.
|
|
|
35 |
C |
p. 243-259
|
artikel
|
| 59 |
Mechanical properties, drying shrinkage and structural performance of coconut shell lightweight concrete
|
Aziz, Waqas
|
|
|
35 |
C |
p. 26-35
|
artikel
|
| 60 |
Mitigation of torsional responses in asymmetric base-isolated structures using an optimal distribution of isolators in base story
|
Etedali, Sadegh
|
|
|
35 |
C |
p. 807-817
|
artikel
|
| 61 |
Modelling nonlinear behavior of 3 D frames using the Force Analogy Method
|
Nica, George Bogdan
|
|
|
35 |
C |
p. 1162-1174
|
artikel
|
| 62 |
Nonlinear analysis of the ballast influence on the train-bridge resonance of a simply supported railway bridge
|
Tahiri, Mohamed
|
|
|
35 |
C |
p. 303-313
|
artikel
|
| 63 |
Numerically study on the seismic response of partially restrained moment connection with structural fuse T-stub for European sections
|
Irvani, Mohammad
|
|
|
35 |
C |
p. 82-105
|
artikel
|
| 64 |
Numerical simulation analysis of double yield points assembled buckling-restrained brace with replaceable inner core
|
Zhang, Ai-Lin
|
|
|
35 |
C |
p. 1278-1294
|
artikel
|
| 65 |
Numerical simulation of masonry walls strengthened with vegetal fabric reinforced cementitious matrix (FRCM) composites and subjected to cyclic loads
|
Mercedes, Luis
|
|
|
35 |
C |
p. 1232-1242
|
artikel
|
| 66 |
Obituary
|
|
|
|
35 |
C |
p. 1098-1099
|
artikel
|
| 67 |
Off-axis compressive behavior of cross-laminated bamboo and timber wall elements
|
Li, Hao
|
|
|
35 |
C |
p. 452-468
|
artikel
|
| 68 |
Post-fire collapse assessment of the bank buildings (Belfast, UK) masonry façade via discrete element macro-analysis
|
Malomo, Daniele
|
|
|
35 |
C |
p. 1002-1009
|
artikel
|
| 69 |
Prediction of modulus of elasticity of UHPC using maximum likelihood estimation method
|
Alsalman, Ali
|
|
|
35 |
C |
p. 1308-1320
|
artikel
|
| 70 |
Prediction of the effective moment of inertia for concrete beams reinforced with FRP bars using an evolutionary algorithm
|
Arabshahi, Alireza
|
|
|
35 |
C |
p. 684-705
|
artikel
|
| 71 |
Probabilistic analysis of the SCFs in tubular T/Y-joints reinforced with FRP under axial, in-plane bending, and out-of-plane bending loads
|
Nassiraei, Hossein
|
|
|
35 |
C |
p. 1078-1097
|
artikel
|
| 72 |
Quantitative classification of near-fault ground motions selected by energy indicators
|
Zhao, Dahai
|
|
|
35 |
C |
p. 780-791
|
artikel
|
| 73 |
Quasi-static test of the gravity railway bridge pier with a novel preventative seismic strengthening technique
|
Liu, Zhengnan
|
|
|
35 |
C |
p. 68-81
|
artikel
|
| 74 |
Reliability-monitoring data coupled model for concrete slab safety evaluation of CFRD and its engineering application
|
Li, Junru
|
|
|
35 |
C |
p. 520-530
|
artikel
|
| 75 |
Reliability updating of partial factors for empirical codes: Application to Super-T PSC girders designs at the ultimate limit state in bending
|
Melhem, Mayer M.
|
|
|
35 |
C |
p. 233-242
|
artikel
|
| 76 |
Research on the mechanical properties of the joint of the beam-column subassembly
|
Tingting, Lu
|
|
|
35 |
C |
p. 873-881
|
artikel
|
| 77 |
Seismic performance and analytical model of CFDST joint with endplates and long bolts
|
Fan, Junchao
|
|
|
35 |
C |
p. 483-499
|
artikel
|
| 78 |
Seismic performance evaluation and experimental validation of steel-fiber-reinforced high-strength-concrete composite shear walls
|
Zhang, Ying
|
|
|
35 |
C |
p. 765-779
|
artikel
|
| 79 |
Seismic performance of a cable-stayed bridge crossing strike-slip faults
|
Gu, Yitong
|
|
|
35 |
C |
p. 289-302
|
artikel
|
| 80 |
Serviceability conditions of friction dampers for seismic risk mitigations
|
Chan, Ricky W.K.
|
|
|
35 |
C |
p. 500-510
|
artikel
|
| 81 |
Shear bearing capacity of Self-drilling screw group connections of CFS sheets
|
Lu, Linfeng
|
|
|
35 |
C |
p. 160-171
|
artikel
|
| 82 |
Simplified shear force-chord rotation relationship for concrete-filled steel plate composite coupling beams
|
Mansouri, Ali
|
|
|
35 |
C |
p. 1-14
|
artikel
|
| 83 |
State-of-the-art review on research and application of original bamboo-based composite components in structural engineering
|
Chen, Zhihua
|
|
|
35 |
C |
p. 1010-1029
|
artikel
|
| 84 |
State-of-the-art review: Reduction factor of traditional steel moment resisting, braced or eccentrically braced systems
|
Hassan, Maha M.
|
|
|
35 |
C |
p. 734-747
|
artikel
|
| 85 |
Strengthening of RC beam-column joints using steel plate with shear connectors: Experimental investigation
|
Ebanesar, Arunraj
|
|
|
35 |
C |
p. 1138-1150
|
artikel
|
| 86 |
Structural behavior of concrete girders prestressed and reinforced with stainless steel materials
|
Al-Kaimakchi, Anwer
|
|
|
35 |
C |
p. 1191-1203
|
artikel
|
| 87 |
Study on seismic behavior of a self-centering railway bridge pier with sacrificial components
|
Xu, Feng
|
|
|
35 |
C |
p. 958-967
|
artikel
|
| 88 |
Study the impact of the COVID-19 pandemic on the construction industry in Egypt
|
Mohamed Elnaggar, Shereen
|
|
|
35 |
C |
p. 1270-1277
|
artikel
|
| 89 |
Substitution potential of plastic fine aggregate in concrete for sustainable production
|
Ullah, Kiffayat
|
|
|
35 |
C |
p. 622-637
|
artikel
|
| 90 |
The anti-arch inhibition effect of multispan continuous girder bridge strengthened with prestressed CFRP plates
|
Wu, Bitao
|
|
|
35 |
C |
p. 845-855
|
artikel
|
| 91 |
The effect of carbon nanotubes on mechanical properties of structural lightweight concrete using LECA aggregates
|
Jalali Mosallam, Shahram
|
|
|
35 |
C |
p. 1204-1218
|
artikel
|
| 92 |
The impact of variability and combined loads on fuses in braced frames
|
Gusella, Federico
|
|
|
35 |
C |
p. 650-666
|
artikel
|
| 93 |
The twenty-first century of structural engineering research: A topic modeling approach
|
Xie, Yazhou
|
|
|
35 |
C |
p. 577-590
|
artikel
|
| 94 |
Torsional behaviour of rectangular high-performance fibre-reinforced concrete beams
|
Karimipour, Arash
|
|
|
35 |
C |
p. 511-519
|
artikel
|
| 95 |
Vibration-based multiclass damage detection and localization using long short-term memory networks
|
Sony, Sandeep
|
|
|
35 |
C |
p. 436-451
|
artikel
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