| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A coupled adhesive-frictional model tailored for interfacial behaviors between UHPC and NC materials
|
Yuan, Siqi
|
|
|
38 |
C |
p. 1397-1410
|
artikel
|
| 2 |
A design methodology for fiber layup optimization of filament wound structural components
|
Guo, Yanan
|
|
|
38 |
C |
p. 1125-1136
|
artikel
|
| 3 |
A design-oriented model for FRP well-confined concrete cylinders under axial loading
|
Ranjkesh Ghahnavieh, Mohammad
|
|
|
38 |
C |
p. 1005-1017
|
artikel
|
| 4 |
Analysis of the soil structure-interaction effects on the seismic vulnerability of mid-rise RC buildings in Lisbon
|
Requena-Garcia-Cruz, M.V.
|
|
|
38 |
C |
p. 599-617
|
artikel
|
| 5 |
An analytical model for flexural vibration of composite beams with shear slip based on third order deformation kinematics
|
Wen, Jie
|
|
|
38 |
C |
p. 1483-1501
|
artikel
|
| 6 |
A new framework for reliability-based design optimization using metaheuristic algorithms
|
Kaveh, Ali
|
|
|
38 |
C |
p. 1210-1225
|
artikel
|
| 7 |
A new proposal for design of laterally unsupported monosymmetric steel I-section beams at elevated temperature
|
Suman, Saurabh
|
|
|
38 |
C |
p. 1277-1294
|
artikel
|
| 8 |
A novel adaptive 3-stage hybrid teaching-based differential evolution algorithm for frequency-constrained truss designs
|
Tang, Huy
|
|
|
38 |
C |
p. 934-948
|
artikel
|
| 9 |
Application of CSPC composite shear wall equipped with tension-and-compression damper in multi-storey structures
|
Hosseinlou, Farhad
|
|
|
38 |
C |
p. 1308-1325
|
artikel
|
| 10 |
A practical numerical model for thin-walled steel connections and built-up members
|
Ye, Jun
|
|
|
38 |
C |
p. 753-764
|
artikel
|
| 11 |
A review of base isolation systems with adaptive characteristics
|
Sheikh, Hediyeh
|
|
|
38 |
C |
p. 1542-1555
|
artikel
|
| 12 |
A review of formwork systems for modern concrete construction
|
Li, Wei
|
|
|
38 |
C |
p. 52-63
|
artikel
|
| 13 |
Assessing the mechanical behavior of glass and basalt reinforced vinyl ester composite under artificial seawater environment
|
Osei Bonsu, Alex
|
|
|
38 |
C |
p. 961-978
|
artikel
|
| 14 |
Assessing the structural behavior of reinforced concrete beams produced with macro synthetic fiber reinforced self-compacting concrete
|
Uğur, Ahmet Emin
|
|
|
38 |
C |
p. 1226-1243
|
artikel
|
| 15 |
Assessment of specific structural and ground-improvement seismic retrofitting techniques for a case study RC building by means of a multi-criteria evaluation
|
Requena-Garcia-Cruz, M.V.
|
|
|
38 |
C |
p. 265-278
|
artikel
|
| 16 |
Assessment of spectrum-matched time histories for floor response spectra generation
|
Li, Bo
|
|
|
38 |
C |
p. 123-138
|
artikel
|
| 17 |
Axial and hysteretic behavior of T-shaped steel–concrete composite shear walls
|
Wang, Yunhe
|
|
|
38 |
C |
p. 279-291
|
artikel
|
| 18 |
Bayesian optimization for inverse identification of cyclic constitutive law of structural steels from cyclic structural tests
|
Do, Bach
|
|
|
38 |
C |
p. 1079-1097
|
artikel
|
| 19 |
Behavior of thin reinforced concrete slabs and effect of reinforcement bars subjected low-velocity impact
|
Mizushima, Yasunori
|
|
|
38 |
C |
p. 832-847
|
artikel
|
| 20 |
Bridge seismic hazard resilience assessment with ensemble machine learning
|
Soleimani, Farahnaz
|
|
|
38 |
C |
p. 719-732
|
artikel
|
| 21 |
Calibration of the numerical model of a freight railway vehicle based on experimental modal parameters
|
Ribeiro, D.
|
|
|
38 |
C |
p. 108-122
|
artikel
|
| 22 |
Collapse assessment of low-rise reinforced concrete special moment resisting frame systems using a simplified method
|
Malla, Niraj
|
|
|
38 |
C |
p. 1-13
|
artikel
|
| 23 |
Complete stress indicator system for the design of concrete box-girder bridges
|
Sun, Yuan
|
|
|
38 |
C |
p. 536-552
|
artikel
|
| 24 |
Computer-aided design of a tensegrity structure
|
Botis, Marius Florin
|
|
|
38 |
C |
p. 340-360
|
artikel
|
| 25 |
Damage of non-steam-cured UHPC under axial compression with and without short-term sustained loading history
|
Zhang, Ziyang
|
|
|
38 |
C |
p. 1066-1078
|
artikel
|
| 26 |
Deduction of ultimate equilibrium limit states for concrete gravity dams keyed into rock mass foundations based on large displacement analysis
|
Pereira, Renato
|
|
|
38 |
C |
p. 1180-1190
|
artikel
|
| 27 |
Determining the effective slab width of composite joint with the weak-axis connection for ultimate bearing capacity
|
Lu, Linfeng
|
|
|
38 |
C |
p. 553-571
|
artikel
|
| 28 |
Durability performance of geopolymer ferrocement panels prepared by different alkaline activators
|
Ghazy, Mariam F.
|
|
|
38 |
C |
p. 168-183
|
artikel
|
| 29 |
Economic and environmental design optimisation of reinforced concrete frame buildings: A comparative study
|
Negrin, Iván A.
|
|
|
38 |
C |
p. 64-75
|
artikel
|
| 30 |
Effectiveness of masonry infill walls on steel frames with different beam-column connections under progressive collapse
|
Alrubaidi, Mohammed
|
|
|
38 |
C |
p. 202-224
|
artikel
|
| 31 |
Effect of vertical-to-horizontal acceleration ratio of earthquake components on the utilization of buckling-restrained braces in steel frames
|
Liu, Tingting
|
|
|
38 |
C |
p. 1111-1124
|
artikel
|
| 32 |
Efficient bidirectional U-wrap system to anchor CFRP sheets bonded to reinforced concrete T-girders
|
Rasheed, Hayder A.
|
|
|
38 |
C |
p. 226-236
|
artikel
|
| 33 |
Evaluation of base damage and stability of concrete gravity dam subjected to underwater explosion
|
Wang, Xiao-hua
|
|
|
38 |
C |
p. 1502-1514
|
artikel
|
| 34 |
Evaluation of shear strength of pre-stressed hollow core slab
|
Sales, Marcel Willian Reis
|
|
|
38 |
C |
p. 1465-1482
|
artikel
|
| 35 |
Experimental and numerical investigation of dynamic progressive collapse of reinforced concrete beam-column assemblies under a middle-column removal scenario
|
Zhao, Zidong
|
|
|
38 |
C |
p. 979-992
|
artikel
|
| 36 |
Experimental and numerical investigations of UHSS wire main cables for suspension bridges
|
Wang, Xiaoming
|
|
|
38 |
C |
p. 1582-1594
|
artikel
|
| 37 |
Experimental and numerical study on seismic response of RC frames strengthened by shotcrete sandwich panel infills and CFRP strips
|
Vetr, Mohammad Ghasem
|
|
|
38 |
C |
p. 1244-1256
|
artikel
|
| 38 |
Experimental behaviors of square concrete filled steel tubular columns with PBL stiffeners
|
Guo, Jiahao
|
|
|
38 |
C |
p. 1556-1569
|
artikel
|
| 39 |
Experimental investigation of the seismic performance of trapeze supports of the suspended ducts and pipes
|
Attari, Nader K.A.
|
|
|
38 |
C |
p. 704-718
|
artikel
|
| 40 |
Experimental research on seismic damage of T-shaped CFST column to steel beam joints
|
Xue, Jianyang
|
|
|
38 |
C |
p. 1380-1396
|
artikel
|
| 41 |
Experimental study and finite element analysis of seismic behaviour of novel precast prestressed concrete frames
|
Li, Dong-bin
|
|
|
38 |
C |
p. 402-415
|
artikel
|
| 42 |
Experimental study on bearing capacity of steel and steel fiber reinforced concrete composite beams without rebar cages
|
Wu, Kai
|
|
|
38 |
C |
p. 1165-1179
|
artikel
|
| 43 |
Experimental study on corrugated steel–concrete composite semicircular arches under midspan loading
|
Xia, Qilong
|
|
|
38 |
C |
p. 1137-1150
|
artikel
|
| 44 |
Experimental study on the constitutive relationship between shaped steel and HPFRC
|
Ming, Ming
|
|
|
38 |
C |
p. 76-93
|
artikel
|
| 45 |
Experiments on perforated cold-formed built-up I-section beam-columns with longitudinal web and complex edge stiffeners
|
Wang, Chungang
|
|
|
38 |
C |
p. 765-780
|
artikel
|
| 46 |
Fatigue life prediction of HTRB630E steel bars based on modified coffin-manson model under pre-strain
|
Gao, Li
|
|
|
38 |
C |
p. 28-39
|
artikel
|
| 47 |
Flexural behavior and a new model for flexural design of concrete beams hybridly reinforced by continuous FRP bars and discrete steel fibers
|
Li, Chuanchuan
|
|
|
38 |
C |
p. 949-960
|
artikel
|
| 48 |
Flexural behaviour of circular reinforced concrete columns strengthened by glass fibre reinforced polymer wrapping system
|
Otoom, Omar F.
|
|
|
38 |
C |
p. 1326-1348
|
artikel
|
| 49 |
Flexural behaviour of circular timber columns strengthened by glass fibre reinforced polymer wrapping system
|
Otoom, Omar F.
|
|
|
38 |
C |
p. 1349-1367
|
artikel
|
| 50 |
Flexural performance and design method of the prefabricated RAC composite slab
|
Lu, Linfeng
|
|
|
38 |
C |
p. 572-584
|
artikel
|
| 51 |
Flexural strengthening of RC beams with NSM-GFRP technique incorporating innovative anchoring system
|
Ali, Hamza M.Y.
|
|
|
38 |
C |
p. 251-264
|
artikel
|
| 52 |
Forensic assessments of the influence of reinforcement detailing in reinforced concrete half-joints: A nonlinear finite element study
|
Don, W.
|
|
|
38 |
C |
p. 689-703
|
artikel
|
| 53 |
Geometric design and kinematics of spatial deployable structures using tripod-scissor units
|
Liao, Yuan
|
|
|
38 |
C |
p. 323-339
|
artikel
|
| 54 |
Higher mode effects for mid-rise buildings in relation to far fault ground motion characteristics
|
Durucan, Cengizhan
|
|
|
38 |
C |
p. 237-250
|
artikel
|
| 55 |
Homogenisation of masonry structures subjected to seismic loads through matrix/inclusion micromechanics
|
Drougkas, Anastasios
|
|
|
38 |
C |
p. 375-384
|
artikel
|
| 56 |
Hysteretic behavior of precast concrete shear walls with steel sleeve-corrugated metallic duct hybrid connections
|
Xue, Weichen
|
|
|
38 |
C |
p. 820-831
|
artikel
|
| 57 |
Influence of alkali-resistant glass fiber on seismic performance of precast ceramsite concrete sandwich wall panels
|
Ma, Shaochun
|
|
|
38 |
C |
p. 94-107
|
artikel
|
| 58 |
Interface stress analysis and fatigue design method of steel-ultra high performance concrete composite bridge deck
|
Huang, Yang
|
|
|
38 |
C |
p. 1453-1464
|
artikel
|
| 59 |
Investigation on the hysteretic behavior of axially loaded cold-formed thick-walled steel members
|
Li, Gong-Wen
|
|
|
38 |
C |
p. 1411-1425
|
artikel
|
| 60 |
Load bearing capacity of GFRP-strengthened tubular T-joints: Experimental and numerical study
|
Lesani, Mohammad
|
|
|
38 |
C |
p. 1151-1164
|
artikel
|
| 61 |
Loading protocols for seismic qualification of steel plate shear walls
|
Bai, Jiulin
|
|
|
38 |
C |
p. 848-860
|
artikel
|
| 62 |
Low strength concrete: Stress-strain curve, modulus of elasticity and tensile strength
|
Ispir, Medine
|
|
|
38 |
C |
p. 1615-1632
|
artikel
|
| 63 |
Machine learning for structural engineering: A state-of-the-art review
|
Thai, Huu-Tai
|
|
|
38 |
C |
p. 448-491
|
artikel
|
| 64 |
Manufacture and behaviour of innovative 3D printed auxetic composite panels subjected to low-velocity impact load
|
Wang, L.
|
|
|
38 |
C |
p. 910-933
|
artikel
|
| 65 |
Mechanical properties of HRB400E/316L stainless steel clad rebar under low-cycle fatigue
|
Li, Wei
|
|
|
38 |
C |
p. 292-305
|
artikel
|
| 66 |
Models and design procedure for cross-laminated bamboo rocking walls
|
Lv, Qingfang
|
|
|
38 |
C |
p. 1031-1049
|
artikel
|
| 67 |
Multilayer bamboo composite hollow-core: Lab-scale and non-destructive testing of full-scale concrete bridges considering transverse bamboo pole as shear reinforcement
|
Rochman, Taufiq
|
|
|
38 |
C |
p. 1426-1437
|
artikel
|
| 68 |
Multi-parameter seismic fragility and sensitivity analysis of long-span cable-stayed bridge based on multi-task lasso regression
|
Yan, Yexiang
|
|
|
38 |
C |
p. 1515-1528
|
artikel
|
| 69 |
Numerical and experimental analysis of intact and cracked railway bridges
|
Alijani, A.
|
|
|
38 |
C |
p. 1018-1030
|
artikel
|
| 70 |
Numerical investigation of earthquake response reduction effects by negative stiffness connection for adjacent building structures
|
Longjam, Sonia
|
|
|
38 |
C |
p. 672-688
|
artikel
|
| 71 |
Numerical investigation of RC exterior beam-column connection with different joint reinforcement detailing
|
El-Naqeeb, Mohamed H.
|
|
|
38 |
C |
p. 1570-1581
|
artikel
|
| 72 |
Numerical simulation of the near-fault spontaneous rupture and its influence on dynamic soil-structure interaction
|
Wu, Kun
|
|
|
38 |
C |
p. 808-819
|
artikel
|
| 73 |
Numerical simulation on the dynamic response of bonded unidirectional prestressed concrete slabs subjected to low-velocity impact
|
Wang, Zeyi
|
|
|
38 |
C |
p. 1098-1110
|
artikel
|
| 74 |
Optimal design of Magnetorheological damper for seismic response reduction of Base-Isolated structures considering Soil-Structure interaction
|
Abdeddaim, Mahdi
|
|
|
38 |
C |
p. 733-752
|
artikel
|
| 75 |
Optimization and performance assessment of tuned mass damper inerter systems for control of buildings subjected to pulse-like ground motions
|
Djerouni, Salah
|
|
|
38 |
C |
p. 139-156
|
artikel
|
| 76 |
Parameter estimation of a homogeneous macromodel of masonry wall made of autoclaved aerated concrete based on standard tests
|
Grzyb, Krzysztof
|
|
|
38 |
C |
p. 385-401
|
artikel
|
| 77 |
Parameters optimization and performance evaluation of multiple tuned mass dampers to mitigate the vortex-induced vibration of a long-span bridge
|
Peng, Sijie
|
|
|
38 |
C |
p. 1595-1606
|
artikel
|
| 78 |
Parametric investigations on shear behavior of perforated transverse angle connectors in steel–concrete composite bridges
|
Wang, Shaodi
|
|
|
38 |
C |
p. 416-434
|
artikel
|
| 79 |
Patch loading resistance of steel plate girders stiffened with triangular cell flanges
|
Casanova, Euro
|
|
|
38 |
C |
p. 993-1004
|
artikel
|
| 80 |
Plasticity model for partially prestressed concrete
|
Hafezolghorani, Milad
|
|
|
38 |
C |
p. 630-651
|
artikel
|
| 81 |
Post-earthquake fire collapse performance and residual story drift fragility of two-dimensional structural frames
|
Cilsalar, Huseyin
|
|
|
38 |
C |
p. 1438-1452
|
artikel
|
| 82 |
Prediction of the shear strength of RC beam-column joints using new ANN formulations
|
Haido, James H.
|
|
|
38 |
C |
p. 1191-1209
|
artikel
|
| 83 |
Probabilistic seismic analysis of bridges through machine learning approaches
|
Soleimani, Farahnaz
|
|
|
38 |
C |
p. 157-167
|
artikel
|
| 84 |
Quantitative study on the influence of foundation valley shape on the behaviour of concrete cut-off walls
|
Wen, Lifeng
|
|
|
38 |
C |
p. 861-873
|
artikel
|
| 85 |
Realization and application of an improved multi-fold method for ultrasonic guided wave
|
Zheng, Guolei
|
|
|
38 |
C |
p. 1607-1614
|
artikel
|
| 86 |
Rehabilitation of partially damaged high strength RC corbels by EB FRP composites and NSM steel bars
|
Shakir, Qasim M.
|
|
|
38 |
C |
p. 652-671
|
artikel
|
| 87 |
Research on dynamic constitutive model and fracture criterion of 6082-T6 aluminium alloy
|
Fan, Feng
|
|
|
38 |
C |
p. 14-27
|
artikel
|
| 88 |
Research on load-bearing performance of new fabricated steel structure beam-column joints with energydissipating elements
|
Li, Yuanqi
|
|
|
38 |
C |
p. 492-501
|
artikel
|
| 89 |
Retrofitting of severely damaged reinforced concrete members using fiber reinforced polymers: A comprehensive review
|
Maheswaran, J.
|
|
|
38 |
C |
p. 1257-1276
|
artikel
|
| 90 |
Seismic behavior and damage evolution of corroded RC columns designed for bending failure in an artificial climate
|
Shang, Zhigang
|
|
|
38 |
C |
p. 184-201
|
artikel
|
| 91 |
Seismic behaviour of prefabricated self-centring steel frames with different energy dissipation devices
|
Zhang, Yanxia
|
|
|
38 |
C |
p. 502-518
|
artikel
|
| 92 |
Seismic damage and assessment model analysis of prestressed segmental bridge columns
|
Zhang, Yuye
|
|
|
38 |
C |
p. 797-807
|
artikel
|
| 93 |
Seismic fragility analysis of RC box-girder bridges based on symbolic regression method
|
Rezaei, Hossein
|
|
|
38 |
C |
p. 306-322
|
artikel
|
| 94 |
Seismic performance assessment of base-isolated tall pier bridges using friction pendulum bearings achieving resilient design
|
Chen, Xu
|
|
|
38 |
C |
p. 618-629
|
artikel
|
| 95 |
Seismic performance of a structural concrete pile-wharf connection before and after retrofit
|
Foltz, Raymond R.
|
|
|
38 |
C |
p. 874-894
|
artikel
|
| 96 |
Sensitivity analysis of self-centering column base connections with shape memory alloy bolts
|
Goshtaei, Seyed Matin
|
|
|
38 |
C |
p. 1050-1065
|
artikel
|
| 97 |
Shear forces transfer in steel-concrete slim floor with circular web opening and PCHCS
|
Coldebella, Gustavo
|
|
|
38 |
C |
p. 1295-1307
|
artikel
|
| 98 |
Shear response of RC beams encompassing hybrid CFRP strips and steel stirrups: Beam depth effect
|
Alhassan, Mohammad A.
|
|
|
38 |
C |
p. 781-796
|
artikel
|
| 99 |
Shear strength of steel fibrous concrete beams strengthened by CFRP using various techniques
|
Ouda, M.A.
|
|
|
38 |
C |
p. 519-535
|
artikel
|
| 100 |
Slenderness limit of FRP-confined rectangular concrete columns
|
Saleh, Eman
|
|
|
38 |
C |
p. 435-447
|
artikel
|
| 101 |
Special issue on Sustainable Structures: Whole-life analysis, environmental impacts, and material efficiency
|
D'Amico, Bernardino
|
|
|
38 |
C |
p. 225
|
artikel
|
| 102 |
Structural damage detection framework based on graph convolutional network directly using vibration data
|
Dang, Viet-Hung
|
|
|
38 |
C |
p. 40-51
|
artikel
|
| 103 |
Tension forces in stud connectors between concrete slabs and steel girders under transverse bending moments
|
Xiang, Da
|
|
|
38 |
C |
p. 585-598
|
artikel
|
| 104 |
Tension-softening behavior of UHPFRC based on fracture energy
|
Lee, Seok-In
|
|
|
38 |
C |
p. 361-374
|
artikel
|
| 105 |
The effect of scoria, perlite and crumb rubber aggregates on the fresh and mechanical properties of geopolymer concrete
|
Hamidi, Fatemeh
|
|
|
38 |
C |
p. 895-909
|
artikel
|
| 106 |
Transverse seismic damage mode identification of deteriorating simply-supported highway bridges
|
Lu, Xiaoluo
|
|
|
38 |
C |
p. 1529-1541
|
artikel
|
| 107 |
Vibration serviceability evaluation of lightweight cold-formed steel floor systems
|
Zhang, Sigong
|
|
|
38 |
C |
p. 1368-1379
|
artikel
|
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