nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
1 |
A comparative study of mechanical properties and life cycle assessment of high-strength concrete containing silica fume and nanosilica as a partial cement replacement
|
Fallah-Valukolaee, Saber |
|
|
46 |
C |
p. 838-851 |
artikel |
2 |
A double-cylinder model for bond analysis of deformed bars with eccentric concrete confinement
|
Yi, Ju |
|
|
46 |
C |
p. 812-819 |
artikel |
3 |
A finite element study on the ultimate lateral drift capacity of interior reinforced concrete flat slab-column connections
|
Najafgholipour, M.A. |
|
|
46 |
C |
p. 913-926 |
artikel |
4 |
A form-finding method for spatial arch bridges based on inverse hanging method
|
Zhao, Zhongwei |
|
|
46 |
C |
p. 64-72 |
artikel |
5 |
A hybrid SEM-ANN model for predicting overall rework impact on the performance of bridge construction projects
|
Elseufy, Sara M. |
|
|
46 |
C |
p. 713-724 |
artikel |
6 |
A mesoscale material and macroscale structure joint design for perforated caissons made with ultrahigh-performance concrete
|
Jin, Zijian |
|
|
46 |
C |
p. 765-792 |
artikel |
7 |
Analytical fragility curves for displacement-based scour assessment of masonry arch bridges
|
George, Jofin |
|
|
46 |
C |
p. 172-185 |
artikel |
8 |
An anomaly pattern detection for bridge structural response considering time-varying temperature coefficients
|
Ren, Yuan |
|
|
46 |
C |
p. 285-298 |
artikel |
9 |
Android application of rapid visual screening for buildings in Indian context
|
Nanda, Radhikesh P. |
|
|
46 |
C |
p. 1823-1836 |
artikel |
10 |
A new design equation to estimate the axial compressive strength of circular concrete-filled steel tubular stub columns
|
Lai, Zhichao |
|
|
46 |
C |
p. 1043-1054 |
artikel |
11 |
An experimental and numerical study of corrosion distribution dependent bond–slip relationship of reinforced concrete
|
Yu, Ai-Ping |
|
|
46 |
C |
p. 1268-1279 |
artikel |
12 |
An improved 2DOF system for predicting the seismic performance of isolated steel moment frames
|
Rahgozar, Arash |
|
|
46 |
C |
p. 445-458 |
artikel |
13 |
An interpretable ensemble learning method to predict the compressive strength of concrete
|
Jia, Jun-Feng |
|
|
46 |
C |
p. 201-213 |
artikel |
14 |
A novel displacement amplification factor (Cd) for steel moment-resisting frames based on performance
|
Zahedi, Mohammad Javad |
|
|
46 |
C |
p. 382-394 |
artikel |
15 |
Anti-slip performance of cast steel cable clamps for prestressed cables
|
Wang, Zeqiang |
|
|
46 |
C |
p. 353-368 |
artikel |
16 |
Assessment of a novel hysteretic friction damper for the seismic retrofit of reinforced concrete frame structures
|
Bruschi, Eleonora |
|
|
46 |
C |
p. 793-811 |
artikel |
17 |
Automatic structural optimization design using sensitivity-based method
|
Shan, Wenchen |
|
|
46 |
C |
p. 99-108 |
artikel |
18 |
Axial compressive behavior of steel-reinforced reactive powder concrete short columns
|
Zhang, Lingfeng |
|
|
46 |
C |
p. 433-444 |
artikel |
19 |
Axial loading mechanism analyses and evaluation methods of CCFT short columns with gap defects
|
Shen, Qihan |
|
|
46 |
C |
p. 1422-1432 |
artikel |
20 |
Bias-variance tradeoff in machine learning: Theoretical formulation and implications to structural engineering applications
|
Guan, Xingquan |
|
|
46 |
C |
p. 17-30 |
artikel |
21 |
Central composite design application in the optimization of the effect of waste foundry sand on concrete properties using RSM
|
Ali, Mujahid |
|
|
46 |
C |
p. 1581-1594 |
artikel |
22 |
Code-based new approaches for determining the minimum required separation gap
|
Kamal, Muhammet |
|
|
46 |
C |
p. 750-764 |
artikel |
23 |
Comparison of strengthening methods to improve punching behavior of two-way RC flat slabs
|
Mercimek, Ömer |
|
|
46 |
C |
p. 1495-1516 |
artikel |
24 |
Component-based joint model for RC frames with conventional and special detailing against progressive collapse
|
Nguyen, Van Hung |
|
|
46 |
C |
p. 820-837 |
artikel |
25 |
Component modelling of low-damage beam-to-column joints equipped with friction dampers
|
Latour, Massimo |
|
|
46 |
C |
p. 1561-1580 |
artikel |
26 |
Compression test of multi-scale modified concrete and application of novel damage variable in concrete performance analysis
|
Cheng, Shitao |
|
|
46 |
C |
p. 1433-1446 |
artikel |
27 |
Compressive behavior of concrete-filled ultra-high performance concrete tube with FRP stirrups
|
Ding, Yi |
|
|
46 |
C |
p. 611-624 |
artikel |
28 |
Computational modelling and experimental validation of structural response of ferrite core within road embedded IPT pad under mechanical loading
|
Li, Kai-Yeung |
|
|
46 |
C |
p. 1407-1421 |
artikel |
29 |
Constitutive behaviour of masonry prisms using a full-field measurement technique
|
Bello, Ismail |
|
|
46 |
C |
p. 1726-1736 |
artikel |
30 |
Correlation between non-spectral and cumulative-based ground motion intensity measures and demands of structures under mainshock-aftershock seismic sequences considering the effects of incident angles
|
Amiri, Saeed |
|
|
46 |
C |
p. 1209-1223 |
artikel |
31 |
Cyclic tests on steel truss-embedded steel plate-concrete composite walls
|
Xu, Kai-Yuan |
|
|
46 |
C |
p. 1067-1083 |
artikel |
32 |
CZM-based FE numerical study on pull-out performance of adhesive bonded-in-rod (BiR) joints for timber structures
|
Bedon, C. |
|
|
46 |
C |
p. 471-491 |
artikel |
33 |
Data-driven models for prediction of peak strength of R-CFST circular columns subjected to axial loading
|
İpek, Süleyman |
|
|
46 |
C |
p. 1863-1880 |
artikel |
34 |
Deformation and damage behavior of the deep concrete cut-off wall in core earth-rock dam foundation based on plastic damage model - A case study
|
Guan, Zhixuan |
|
|
46 |
C |
p. 1480-1494 |
artikel |
35 |
Degradation prediction of recycled aggregate concrete under sulphate wetting–drying cycles using BP neural network
|
Du, Ting |
|
|
46 |
C |
p. 1837-1850 |
artikel |
36 |
Development and mechanical performance evaluation of a GFRP-reinforced concrete boat-approach slab
|
Manalo, Allan |
|
|
46 |
C |
p. 73-87 |
artikel |
37 |
Dynamic analysis of porosity dependent functionally graded sigmoid piezoelectric (FGSP) plate
|
Kumar, Pawan |
|
|
46 |
C |
p. 1737-1752 |
artikel |
38 |
Dynamic response of floors induced by a single walking pedestrian including walking path variability
|
Bayat, Elyas |
|
|
46 |
C |
p. 1280-1292 |
artikel |
39 |
Dynamic response of the tunnel bottom structure considering groundwater influence under heavy-haul train loading
|
Wang, Dengke |
|
|
46 |
C |
p. 1469-1479 |
artikel |
40 |
Dynamics coupling analysis between elastic supporting structure and TLD with and without slat screen
|
Zheng, Jinhai |
|
|
46 |
C |
p. 969-987 |
artikel |
41 |
Dynamic tensile and compressive behaviour of AA7475-T7351 alloy under different strain rates and temperatures
|
Chakraborty, Purnashis |
|
|
46 |
C |
p. 49-63 |
artikel |
42 |
Effective flexural rigidity for interaction diagram of slender reinforced concrete columns exposed to fire
|
Kim, Han-Soo |
|
|
46 |
C |
p. 1657-1668 |
artikel |
43 |
Effect of ice accretion on aerodynamic characteristics of pipeline suspension bridges
|
Yu, Haiyan |
|
|
46 |
C |
p. 1851-1862 |
artikel |
44 |
Effects of different design factors on the shear performance of assembled steel–concrete composite beam with local laminated joint
|
Wang, Hao |
|
|
46 |
C |
p. 1881-1895 |
artikel |
45 |
Energy dissipation and fractal characteristics of basalt fiber reinforced concrete under impact loading
|
Xie, Huanzhen |
|
|
46 |
C |
p. 654-663 |
artikel |
46 |
Estimation of deformation capacity of steel beam-columns based on strain ductility coefficient
|
Zhang, Jin |
|
|
46 |
C |
p. 1517-1531 |
artikel |
47 |
Evaluating the mechanical behavior of post-tensioned recombinant bamboo frame with metal energy-dissipating connections
|
Su, Yi |
|
|
46 |
C |
p. 459-470 |
artikel |
48 |
Evaluation of residual flexural strength of corroded reinforced concrete beams using convolutional long short-term memory neural networks
|
Nguyen, Tan |
|
|
46 |
C |
p. 899-912 |
artikel |
49 |
Experimental analysis of corroded RC continuous beams rehabilitated by ICCP-SS under unsymmetrical loading
|
Feng, Ran |
|
|
46 |
C |
p. 1171-1188 |
artikel |
50 |
Experimental and analytical investigation of innovative wing plate headed stud shear connector in composite structures
|
Patil, Yogesh Deoram |
|
|
46 |
C |
p. 265-284 |
artikel |
51 |
Experimental and analytical study on the effect of different repairing and strengthening strategies on flexural performance of corroded RC beams
|
Kharma, Khaled M. |
|
|
46 |
C |
p. 336-352 |
artikel |
52 |
Experimental and numerical investigation of the effect of the assembled state on the static-dynamic characteristics and fatigue performance of railway fastening clips
|
Ma, Dengke |
|
|
46 |
C |
p. 1808-1822 |
artikel |
53 |
Experimental and numerical investigations into the compressive behaviour of circular concrete-filled double-skin steel tubular columns with bolted shear studs
|
Ayough, Pouria |
|
|
46 |
C |
p. 880-898 |
artikel |
54 |
Experimental and numerical research of ultrahigh performance concrete layered shell element based on a two-dimensional fixed crack model
|
Zhao, Ji-Zhi |
|
|
46 |
C |
p. 598-610 |
artikel |
55 |
Experimental and numerical studies of seismic induced story-to-story and inter-story pounding
|
Jiang, Shan |
|
|
46 |
C |
p. 555-569 |
artikel |
56 |
Experimental and numerical study of shear-lag effect on low-ribbed steel-UHPC composite structure
|
Zhang, Yufei |
|
|
46 |
C |
p. 395-407 |
artikel |
57 |
Experimental and numerical study on shear performance of externally prestressed precast UHPC segmental beams without stirrups
|
Jiang, Haibo |
|
|
46 |
C |
p. 1134-1153 |
artikel |
58 |
Experimental and theoretical analysis on shear behavior of RC beams reinforced with GFRP stirrups
|
Li, Wenlong |
|
|
46 |
C |
p. 1753-1763 |
artikel |
59 |
Experimental investigation on bandgap properties of lead/silicone rubber phononic crystals
|
Shen, Yan |
|
|
46 |
C |
p. 1626-1633 |
artikel |
60 |
Experimental investigation on the anchorage performance of hooked high-strength steel strands for beam-to-column connection
|
Li, Xing |
|
|
46 |
C |
p. 539-554 |
artikel |
61 |
Experimental investigation on the behaviour of crumb rubber concrete columns exposed to chloride–sulphate attack
|
Elsayed, Mahmoud |
|
|
46 |
C |
p. 246-264 |
artikel |
62 |
Experimental, numerical and design investigations on the performance of axially-loaded ECFT stub columns with spherical-cap gaps
|
Shen, Qihan |
|
|
46 |
C |
p. 109-127 |
artikel |
63 |
Experimental performance of novel cost – effective hybrid composite slabs made with cementitious composite
|
Singh, Maninder |
|
|
46 |
C |
p. 1029-1042 |
artikel |
64 |
Experimental study and finite element analysis of POZD and large-rupture-strain FRP for improving the protective performance of civil air defense wall
|
Shi, Chenglong |
|
|
46 |
C |
p. 1532-1544 |
artikel |
65 |
Experimental study of the effects of using ultra-high strength reinforcing rebar and UHPFRC on cyclic behavior of reinforced concrete beams
|
Jalali, Abdolrahim |
|
|
46 |
C |
p. 1383-1394 |
artikel |
66 |
Experimental study on compressive behavior of intermediate slender timber columns with local damage and the retrofitting techniques for the damaged columns
|
Chu, Yunpeng |
|
|
46 |
C |
p. 1709-1725 |
artikel |
67 |
Experimental study on steel reinforced concrete T-section beam subjected to pure torsion and combined action of bending-torsion
|
Chen, Yuliang |
|
|
46 |
C |
p. 1000-1015 |
artikel |
68 |
Experimental study on the seismic performance of self-centering bridge piers incorporating ECC and superelastic SMA bars in the plastic hinge regions
|
Qian, Hui |
|
|
46 |
C |
p. 1955-1967 |
artikel |
69 |
Finite element model for advanced analysis of plane steel frames with hinged end conditions including von Mises criterion
|
Machado, Isabella Caroline Vieira |
|
|
46 |
C |
p. 1918-1937 |
artikel |
70 |
Fragility analysis of high-span aqueduct structure under near-fault and far-field ground motions
|
Zhang, Sherong |
|
|
46 |
C |
p. 681-697 |
artikel |
71 |
GEP-based models for estimating the elastic shear buckling and ultimate loads of cold-formed steel channels with staggered slotted web perforations in shear
|
İpek, Süleyman |
|
|
46 |
C |
p. 186-200 |
artikel |
72 |
High strength concrete prestressed bridges: Exposure conditions, mechanical properties, modified design equations, parametric study, and structural reliability
|
Moutassem, Fayez |
|
|
46 |
C |
p. 1369-1382 |
artikel |
73 |
Hysteretic behaviors reinforcement of Dou-Gong brackets: Experimental and numerical study
|
Wu, Chenwei |
|
|
46 |
C |
p. 299-321 |
artikel |
74 |
Identification of arch dam mechanical parameters based on sensitivity analysis and Hooke–Jeeves algorithm optimization
|
Xiong, Fangjin |
|
|
46 |
C |
p. 88-98 |
artikel |
75 |
Implementation of boosting algorithms for prediction of punching shear strength of RC column footings
|
Truong, Gia Toai |
|
|
46 |
C |
p. 521-538 |
artikel |
76 |
Influence mechanism of Steel-concrete interlayer partial shear connections on mechanical properties of composite girders
|
Su, Hang |
|
|
46 |
C |
p. 503-520 |
artikel |
77 |
Influence of different gypsum plasterboards on the fire performance of cold-formed steel walls
|
Liu, Kang |
|
|
46 |
C |
p. 159-171 |
artikel |
78 |
Investigating the effect of perpendicular walls on the lateral behaviour of Cross-Laminated Timber shear walls
|
Ruggeri, E. |
|
|
46 |
C |
p. 1679-1695 |
artikel |
79 |
Investigation of in-plane and out-of-plane interaction in unreinforced masonry piers by block-based micro-modeling
|
Kesavan, Prabakaran |
|
|
46 |
C |
p. 1327-1344 |
artikel |
80 |
Investigation on mechanical properties of lightweight sandwich exterior wall with thermal blocking shear connector
|
Yang, Yanmin |
|
|
46 |
C |
p. 421-432 |
artikel |
81 |
Life performance of 40-year-old RC beams with different concrete covers and bar diameters in natural corrosion environments
|
Dasar, Amry |
|
|
46 |
C |
p. 2031-2046 |
artikel |
82 |
Material characterization of a historical wall by using destructive and non-destructive techniques
|
Batool, Farnaz |
|
|
46 |
C |
p. 1669-1678 |
artikel |
83 |
Mechanical properties of steel reinforced concrete T-shaped column after high temperature
|
Wang, Yuzhuo |
|
|
46 |
C |
p. 852-867 |
artikel |
84 |
Method for calculating local bearing capacity of concrete under bond stress from reinforcement in straight anchor section
|
Miao, Tianming |
|
|
46 |
C |
p. 1796-1807 |
artikel |
85 |
Modelling the in-plane cyclic behaviour of typical Portuguese rubble stone masonry using the applied element method
|
Sharma, Satyadhrik |
|
|
46 |
C |
p. 1224-1242 |
artikel |
86 |
Numerical investigation into the effects of corrosion on the shear performance of pretensioned bridge girders with cast-in-place slabs
|
Jadwiga Osmolska, Magdalena |
|
|
46 |
C |
p. 1447-1468 |
artikel |
87 |
Numerical modeling of grouted connection damage development under uniaxial loading
|
Lv, Na |
|
|
46 |
C |
p. 1604-1617 |
artikel |
88 |
Numerical modelling of sliding isolators incorporating self-heating effects
|
Braga, F. |
|
|
46 |
C |
p. 1968-1980 |
artikel |
89 |
Numerical simulation and ultrasonic measurement on welding residual stresses of full penetration U-shaped stiffening ribs
|
Liang, Shidong |
|
|
46 |
C |
p. 322-335 |
artikel |
90 |
On the influence of manufacturing parameters on buckling and modal properties of sandwich composite structures
|
Aparecida Diniz, Camila |
|
|
46 |
C |
p. 664-680 |
artikel |
91 |
Optimization of prestressed concrete bridge girder section using a modified harmony search algorithm
|
Jahjouh, Mahmoud |
|
|
46 |
C |
p. 625-636 |
artikel |
92 |
Optimizing the material and printing parameters of the additively manufactured fiber-reinforced polymer composites using an artificial neural network model and artificial bee colony algorithm
|
Alhaddad, Wael |
|
|
46 |
C |
p. 1781-1795 |
artikel |
93 |
Optimum selection of reinforcement, assembly, and formwork system for digital fabrication technique in construction industry – A critical review
|
Salaimanimagudam, M.P. |
|
|
46 |
C |
p. 725-749 |
artikel |
94 |
Out-of-plane flexural behaviour tests and numerical analysis of LEM-infilled CFS walls
|
Wang, Wanqian |
|
|
46 |
C |
p. 146-158 |
artikel |
95 |
Overall deformation of steel-concrete-steel immersed structures during construction stage considering temperature effect
|
Wei, Xiao-Chen |
|
|
46 |
C |
p. 1055-1066 |
artikel |
96 |
Parametric investigation and economic design of slender steel fibre reinforced concrete beams using shear resisting mechanisms approach
|
Negi, Bichitra Singh |
|
|
46 |
C |
p. 868-879 |
artikel |
97 |
Performance of MgO-Mk based MSH concrete column reinforced with steel and BFRP bars under cyclic loads
|
Dhakal, Milap |
|
|
46 |
C |
p. 1764-1780 |
artikel |
98 |
Performance of square UHPC filled high-strength steel tubular columns under axial compression: Experiment and theory analysis
|
Li, Jiayue |
|
|
46 |
C |
p. 1395-1406 |
artikel |
99 |
Performance of strengthened RC beams with torsional CFRP wraps in monolithic framed structures: Experimental and numerical investigation
|
Ali, Sarmad Abdulsahab |
|
|
46 |
C |
p. 936-954 |
artikel |
100 |
Post-tensioned anchorage zone: A review
|
Jain, Monika |
|
|
46 |
C |
p. 31-48 |
artikel |
101 |
Prediction of concrete materials compressive strength using surrogate models
|
Emad, Wael |
|
|
46 |
C |
p. 1243-1267 |
artikel |
102 |
Progressive collapse mechanisms of multi-story steel-framed modular structures under module removal scenarios
|
Shan, Sidi |
|
|
46 |
C |
p. 1119-1133 |
artikel |
103 |
Punching shear behavior of reinforced concrete flat slab column connection containing recycled eggshell powder
|
Mahmood, Lavan J. |
|
|
46 |
C |
p. 1016-1028 |
artikel |
104 |
Reducing computational costs in site response analysis and its application for the nonlinear dynamic analysis of structures
|
Majidi, Noorollah |
|
|
46 |
C |
p. 1345-1368 |
artikel |
105 |
Refined fatigue damage assessment of RC beam based on fractal characteristics of cracks
|
He, Haoxiang |
|
|
46 |
C |
p. 1595-1603 |
artikel |
106 |
Reinforced concrete beams externally strengthened by CFRP rods with steel plate, anchorage bolts, and concrete jacketing
|
Alkhateeb, Mahmood Y. |
|
|
46 |
C |
p. 1994-2013 |
artikel |
107 |
Reliability assessment of IC debonding in FRP strengthened RC beams using neural network
|
Nikraftar, A.S.A. |
|
|
46 |
C |
p. 1896-1917 |
artikel |
108 |
Retrofit of exterior reinforced concrete beam-column joint using pre-tensioned stiffened steel angles
|
Ong, Chin-Boon |
|
|
46 |
C |
p. 1293-1312 |
artikel |
109 |
Review and comparison of thin and thick FGM plate theories using a unified buckling formulation
|
Zahari, Khadija |
|
|
46 |
C |
p. 1545-1560 |
artikel |
110 |
Seismic analysis of a base-isolated reinforced concrete frame using high damping rubber bearings considering hardening characteristics and bidirectional coupling effect
|
Dai, Kaoshan |
|
|
46 |
C |
p. 698-712 |
artikel |
111 |
Seismic behavior and design of PEC shear wall with replaceable corner components
|
Feng, Xiaotian |
|
|
46 |
C |
p. 1189-1208 |
artikel |
112 |
Seismic behavior and restoring force model of GFRP-RC beam-column interior joints
|
Zhao, Yushuai |
|
|
46 |
C |
p. 955-968 |
artikel |
113 |
Seismic design and performance evaluation of typical lightweight and heavyweight RC girder bridges with friction pendulum bearing in Indonesia
|
Moestopo, Muslinang |
|
|
46 |
C |
p. 1154-1170 |
artikel |
114 |
Seismic performance of a narrow flange H-beam-to-column full-bolt end-plate weak-axis connection
|
Zhong, Wei-hui |
|
|
46 |
C |
p. 637-653 |
artikel |
115 |
Shaking table test on seismic performance of continuous rigid frame bridge with cast-in-place and fabricated super high piers
|
Wang, Shaojian |
|
|
46 |
C |
p. 369-381 |
artikel |
116 |
Shaking table test on seismic performance of integrated station-bridge high-speed railway station
|
Zhao, Yushuai |
|
|
46 |
C |
p. 1981-1993 |
artikel |
117 |
Shaking table test on seismic response of a planar irregular structure with differential settlements of foundation
|
Xu, Fangze |
|
|
46 |
C |
p. 988-999 |
artikel |
118 |
Shear behaviour of RC deep beams retrofitted with externally bonded GFRP fabrics: Experimental and numerical study
|
Dutta, Baisali |
|
|
46 |
C |
p. 1-16 |
artikel |
119 |
Shear performance of ultra-high performance concrete multi-keyed epoxy joints in precast segmental bridges
|
Chen, Liang |
|
|
46 |
C |
p. 1696-1708 |
artikel |
120 |
Similarity conditions for predicting the effect of carbon nano-tubes on the non-linear frequency of laminated doubly curved shells
|
Rezaee, Sanaz |
|
|
46 |
C |
p. 1618-1625 |
artikel |
121 |
Simplified analytical procedure to calculate the impact behaviour of steel parking-structure columns
|
Xiang, Siyu |
|
|
46 |
C |
p. 1938-1954 |
artikel |
122 |
Sisal fiber modified construction waste recycled brick as building material: Properties, performance and applications
|
Tang, Lei |
|
|
46 |
C |
p. 927-935 |
artikel |
123 |
Strengthening of substandard lap splices using hollow steel section (HSS) collars
|
Ejaz, Ali |
|
|
46 |
C |
p. 128-145 |
artikel |
124 |
Structural analysis of unreinforced masonry spiral staircases using Discrete Element modelling
|
Dell'Endice, A. |
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