| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A frequency-domain procedure to design TMDs for lively pedestrian structures considering Human–Structure Interaction
|
Gallegos-Calderón, Christian
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|
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43 |
C |
p. 1187-1199
|
artikel
|
| 2 |
Analytical model for concrete-filled double skin tube columns with different cross-sectional shapes under axial compression
|
Li, Zhenlin
|
|
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43 |
C |
p. 316-337
|
artikel
|
| 3 |
An efficient model for simulation of temperature field of steel-concrete composite beam bridges
|
Fan, Jian-Sheng
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|
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43 |
C |
p. 1868-1880
|
artikel
|
| 4 |
A novel corrugated steel plate-rubberized concrete composite slab: Properties and application opportunities
|
Li, Fang
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|
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43 |
C |
p. 1492-1502
|
artikel
|
| 5 |
A novel method for the dynamic reliability analysis of slopes considering dependent random parameters via the direct probability integral method
|
Zhou, Yang
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|
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43 |
C |
p. 1732-1749
|
artikel
|
| 6 |
A novel variable curvature clamping anchor for the multilayer CFRP plate cable: Concept, numerical investigation, and design proposals
|
Duo, Yongyu
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43 |
C |
p. 164-177
|
artikel
|
| 7 |
Anti-collision performance of RC columns strengthened with a composite of FRP grid and UHPC
|
Liu, Xin
|
|
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43 |
C |
p. 1682-1691
|
artikel
|
| 8 |
A review of largescale 3DCP: Material characteristics, mix design, printing process, and reinforcement strategies
|
Ahmed, Ghafur H.
|
|
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43 |
C |
p. 508-532
|
artikel
|
| 9 |
A solution for the frictional resistance in macro-block limit analysis of non-periodic masonry
|
Funari, Marco Francesco
|
|
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43 |
C |
p. 847-859
|
artikel
|
| 10 |
A statistical index based damage identification method of a bridge using dynamic displacement under moving vehicle
|
Rana, Shohel
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|
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43 |
C |
p. 79-92
|
artikel
|
| 11 |
Automatic detection of defects in concrete structures based on deep learning
|
Wang, Wenjun
|
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43 |
C |
p. 192-199
|
artikel
|
| 12 |
Auto-tuning deep forest for shear stiffness prediction of headed stud connectors
|
Wang, Xianlin
|
|
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43 |
C |
p. 1463-1477
|
artikel
|
| 13 |
Behaviour of Composite Structural Members Built-Up from Locally Available Stone Units Jacketed with Ferrocement
|
Al-Azzawi, Zaid
|
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43 |
C |
p. 1600-1614
|
artikel
|
| 14 |
Bell-and-spigot joints mechanical properties study of PCCP under the uneven settlement of foundation: Simulation and full-scale test
|
Wu, Hanying
|
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43 |
C |
p. 1692-1703
|
artikel
|
| 15 |
Bonding properties and mechanism of the interface between precast UHPC and post-cast UHPC
|
Ding, Jingnan
|
|
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43 |
C |
p. 822-833
|
artikel
|
| 16 |
Calibration of Holmquist Johnson Cook (HJC) model for projectile penetration of geopolymer-based ultra-high performance concrete (G-UHPC)
|
Liu, Jian
|
|
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43 |
C |
p. 149-163
|
artikel
|
| 17 |
CFRP strengthening of fatigue cracks at U-rib to diaphragm welds in orthotropic steel bridge decks: Experimental study, optimization, and decision-making
|
Jiang, Fei
|
|
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43 |
C |
p. 1216-1229
|
artikel
|
| 18 |
Collapse-resistant design strategy for steel frame structures considering tie force requirements
|
Zheng, Yu-hui
|
|
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43 |
C |
p. 178-191
|
artikel
|
| 19 |
Comparative analysis of cross-wind load code for high structures with circular sections
|
Wang, Lei
|
|
|
43 |
C |
p. 1177-1186
|
artikel
|
| 20 |
Comparative study and performance evaluation of steel moment resisting frames design with: Force-based design and performance-based plastic design
|
Biradar, Bapugouda B.
|
|
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43 |
C |
p. 696-709
|
artikel
|
| 21 |
Comparison in tensile behaviour of conventional and high-strength steel welded-plate preloaded T-stubs
|
Lin, Tao
|
|
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43 |
C |
p. 93-104
|
artikel
|
| 22 |
Comparison of flexural behaviors between plain and steel-fiber-reinforced concrete beams with hybrid GFRP and steel bars
|
Lu, Chunhua
|
|
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43 |
C |
p. 1-11
|
artikel
|
| 23 |
Comparison of shear behaviour of concrete beams reinforced with GFRP bars and steel bars
|
Halvonik, Jaroslav
|
|
|
43 |
C |
p. 657-668
|
artikel
|
| 24 |
Comparison of the graph-theoretical force method and displacement method for optimal design of frame structures
|
Kaveh, Ali
|
|
|
43 |
C |
p. 1145-1159
|
artikel
|
| 25 |
Cracks width prediction of steel-FRP bars reinforced high-strength composite concrete beams
|
Wang, Lei
|
|
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43 |
C |
p. 424-433
|
artikel
|
| 26 |
Cyclic response of concrete frame with precast column and U-shaped composite beam
|
Hu, Xinyu
|
|
|
43 |
C |
p. 465-478
|
artikel
|
| 27 |
Data-driven prediction of FRP strengthened reinforced concrete beam capacity based on interpretable ensemble learning algorithms
|
Zhang, Shu-Ying
|
|
|
43 |
C |
p. 860-877
|
artikel
|
| 28 |
Design and cyclic behavior of a bidirectional double-hinge steel column base
|
Wei, Jian-peng
|
|
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43 |
C |
p. 1573-1591
|
artikel
|
| 29 |
Design of buckling restrained steel braces using application programming interface between simulation and discrete optimization
|
Tunca, Osman
|
|
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43 |
C |
p. 752-766
|
artikel
|
| 30 |
Eccentric compression behavior of reinforced recycled aggregate concrete columns after exposure to elevated temperatures: Experimental and numerical study
|
Chen, Zongping
|
|
|
43 |
C |
p. 959-976
|
artikel
|
| 31 |
Effect of fiber volume ratio on flexural behavior of RC beam with novel HFRP rebar and steel rebar
|
Qin, Weihong
|
|
|
43 |
C |
p. 1882-1900
|
artikel
|
| 32 |
Effect of local corrosion on tensile behavior of steel plates
|
Huang, Haijia
|
|
|
43 |
C |
p. 977-989
|
artikel
|
| 33 |
Endurance time analysis of seismic performances of long-span continuous rigid-frame bridges with corrugated steel webs
|
Huang, Jiadong
|
|
|
43 |
C |
p. 990-1001
|
artikel
|
| 34 |
Evolution criteria of overall damage of concrete gravity dam body and foundation under near-fault ground motion
|
Zhai, Yafei
|
|
|
43 |
C |
p. 594-605
|
artikel
|
| 35 |
Experimental, analytical, and numerical investigation of punching behaviour of two-way rc slab with multiple openings
|
Akkaya, Sercan Tuna
|
|
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43 |
C |
p. 574-593
|
artikel
|
| 36 |
Experimental and numerical investigation of punching shear capacity of corroded reinforced concrete slab-column connections
|
Qian, Kai
|
|
|
43 |
C |
p. 1548-1557
|
artikel
|
| 37 |
Experimental and numerical investigations on the behavior of a novel multilayer spirals reinforced square composite column under axial load
|
Chen, Zongping
|
|
|
43 |
C |
p. 299-315
|
artikel
|
| 38 |
Experimental and simulation studies on the mechanical performance of concrete T-Girder bridge strengthened with K-Brace composite trusses
|
Hou, Peng
|
|
|
43 |
C |
p. 479-492
|
artikel
|
| 39 |
Experimental and simulation study on chloride diffusion in unsaturated concrete under the coupled effect of carbonation and loading
|
Chen, Dingshi
|
|
|
43 |
C |
p. 1356-1368
|
artikel
|
| 40 |
Experimental investigation and design optimization on flexural behavior of new UHPC deck panel with longitudinal ribs reinforced by steel plates
|
Shao, Zongxuan
|
|
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43 |
C |
p. 878-895
|
artikel
|
| 41 |
Experimental investigation of flexural and shear behaviors of reinforced concrete beam containing fine plastic waste aggregates
|
Ibrahim, Ayoob A.
|
|
|
43 |
C |
p. 834-846
|
artikel
|
| 42 |
Experimental investigation of seismic performance of shield tunnel under near-field ground motion
|
Zhang, Shaohua
|
|
|
43 |
C |
p. 1407-1421
|
artikel
|
| 43 |
Experimental investigation of semi-interlocking mortarless masonry-infilled frames
|
Dorji, Sonam
|
|
|
43 |
C |
p. 1913-1931
|
artikel
|
| 44 |
Experimental investigation of single and hybrid-fiber reinforced concrete under drop weight test
|
Taghipoor, Hossein
|
|
|
43 |
C |
p. 1073-1083
|
artikel
|
| 45 |
Experimental investigation on flexural and compressive toughness of mortar and concrete with hybrid toughening materials
|
Cheng, Zhiqing
|
|
|
43 |
C |
p. 1592-1599
|
artikel
|
| 46 |
Experimental investigation on shear performance of reinforced concrete beams retrofitted by pre-stressed steel strips
|
Yang, Yong
|
|
|
43 |
C |
p. 767-778
|
artikel
|
| 47 |
Experimental investigation on the deformation and strength properties of cemented gangue backfill column under long-term axial compression
|
Feng, Guorui
|
|
|
43 |
C |
p. 1558-1572
|
artikel
|
| 48 |
Experimental investigations of FRP-interlayer-steel confined concrete columns under axial compression
|
Hu, Qing
|
|
|
43 |
C |
p. 1002-1017
|
artikel
|
| 49 |
Experimental research on fatigue behavior of prestressed ultra-high performance concrete beams with high-strength steel bars
|
Deng, Zongcai
|
|
|
43 |
C |
p. 1778-1789
|
artikel
|
| 50 |
Experimental study on the behavior of RC beams with artificially corroded bars
|
Naderpour, Hosein
|
|
|
43 |
C |
p. 1932-1944
|
artikel
|
| 51 |
Fatigue life prediction for prestressed concrete beams under corrosion deterioration process
|
Su, Xiaochao
|
|
|
43 |
C |
p. 1704-1715
|
artikel
|
| 52 |
Fatigue testing of corroded RC continuous beams strengthened with polarized C-FRCM plate under ICCP-SS dual-function retrofitting system
|
Liu, Panpan
|
|
|
43 |
C |
p. 12-27
|
artikel
|
| 53 |
Finding design point base on a quasi-importance sampling method in structural reliability analysis
|
Malakzadeh, Kiyanoosh
|
|
|
43 |
C |
p. 271-284
|
artikel
|
| 54 |
Finite element-based prediction of the long-term deflection of reinforced concrete beams strengthened with prestressed fiber-reinforced polymers
|
Aghani, Kian
|
|
|
43 |
C |
p. 358-373
|
artikel
|
| 55 |
Finite element simulation of load bearing capacity of circular CFST long columns with localized corrosion under eccentric load
|
Wang, Kaixin
|
|
|
43 |
C |
p. 1629-1642
|
artikel
|
| 56 |
Flexural behavior of monolith and hybrid concrete beams produced through the partial replacement of coarse aggregate with PET waste
|
Fakhruddin,
|
|
|
43 |
C |
p. 1134-1144
|
artikel
|
| 57 |
Flexural behavior of precast concrete beams in-span assembled with bolt-steel plate joints
|
Zhou, Wei
|
|
|
43 |
C |
p. 1291-1304
|
artikel
|
| 58 |
Flexural behavior of prestressed concrete-filled steel tubular flange beams
|
Ghaemdoust, Mohammad Reza
|
|
|
43 |
C |
p. 1643-1667
|
artikel
|
| 59 |
Flexural buckling of high-strength aluminium alloy CHS columns
|
Li, Beibei
|
|
|
43 |
C |
p. 223-233
|
artikel
|
| 60 |
Flexural response of underwater offshore structural members retrofitted with CFRP wraps and their performance after exposure to real marine conditions
|
George, Jerin M.
|
|
|
43 |
C |
p. 559-573
|
artikel
|
| 61 |
Full-scale experimental evaluation of flexural strength and ductility of reinforced concrete beams strengthened with various FRP mechanisms
|
Hadi, Saheb
|
|
|
43 |
C |
p. 1160-1176
|
artikel
|
| 62 |
Full-scale experimental study on continuous UHPC slabs of steel-UHPC composite deck system
|
Xiao, Jing-Lin
|
|
|
43 |
C |
p. 1716-1731
|
artikel
|
| 63 |
GA based design automation and optimization of earthquake resisting CFS structures in a BIM environment
|
Bourahla, Nouredine
|
|
|
43 |
C |
p. 1334-1341
|
artikel
|
| 64 |
GFRP bar-reinforced seawater sea-sand concrete beam under the combined influence of seawater exposure and sustained load: Durability and degradation mechanism
|
Chang, Yufei
|
|
|
43 |
C |
p. 1503-1515
|
artikel
|
| 65 |
Hybrid and patch anchors for prevention of IC debonding in RC planks flexurally strengthened using FRP
|
Al-Atta, B.
|
|
|
43 |
C |
p. 1042-1056
|
artikel
|
| 66 |
Hysteresis response of rotary friction dampers developed for seismic operational performance of non-structural components vulnerable to overturning
|
Lee, Seung-Jae
|
|
|
43 |
C |
p. 1447-1462
|
artikel
|
| 67 |
Hysteretic behavior of CHS X-joints under in-plane bending moment
|
Bida, Zhao
|
|
|
43 |
C |
p. 1790-1806
|
artikel
|
| 68 |
Hysteretic model and parameter identification of RC bridge piers based on a new modified Bouc-Wen model
|
Wei, Kelun
|
|
|
43 |
C |
p. 1766-1777
|
artikel
|
| 69 |
IDA analysis of regular and irregular seismically isolated structures in different stories and different seismic categories
|
Sabet, Behzad
|
|
|
43 |
C |
p. 779-804
|
artikel
|
| 70 |
Impact of elevated temperature on the behavior of full-scale concrete bridge deck slabs reinforced with GFRP bars
|
Al-Rousan, Rajai Z.
|
|
|
43 |
C |
p. 621-634
|
artikel
|
| 71 |
Intelligent meta-model construction and global stochastic sensitivity analysis based on PSO-CNN
|
Dong, Xian
|
|
|
43 |
C |
p. 1516-1529
|
artikel
|
| 72 |
Investigation of the condominium building collapse in Surfside, Florida: A video feature tracking approach
|
Kong, Xiangxiong
|
|
|
43 |
C |
p. 533-545
|
artikel
|
| 73 |
Investigation on shear behavior of studs and PBL shear connectors in steel-concrete hybrid bridge girder
|
Xu, Hui
|
|
|
43 |
C |
p. 1422-1435
|
artikel
|
| 74 |
Investigation on the prediction of reinforcement corrosion-induced cover time-vary cracking from multi-scale
|
Qiu, Wen-liang
|
|
|
43 |
C |
p. 1305-1314
|
artikel
|
| 75 |
Lateral-torsional buckling strength of corrugated web girders – Experimental study
|
Jáger, B.
|
|
|
43 |
C |
p. 1275-1290
|
artikel
|
| 76 |
Load-slip behaviour of single-leg bolted angle steel connections at elevated temperatures
|
Liu, Xinpei
|
|
|
43 |
C |
p. 1018-1041
|
artikel
|
| 77 |
Long-term viable SF immobilized bacterial cells as sustainable solution for crack healing in concrete
|
Anand, Kamal
|
|
|
43 |
C |
p. 1342-1355
|
artikel
|
| 78 |
Mechanical behavior of high-performance steel ring restrainers with negative Poisson’s ratio effect
|
Wang, Zhanfei
|
|
|
43 |
C |
p. 59-78
|
artikel
|
| 79 |
Mechanical models for predicting the strength and stiffness of a beam-to-column adhesively-bonded connection between pultruded profiles
|
Ascione, Francesco
|
|
|
43 |
C |
p. 493-507
|
artikel
|
| 80 |
Mechanical properties of CFDST column under eccentric compression after exposed to fire
|
Liu, Xiao
|
|
|
43 |
C |
p. 1200-1215
|
artikel
|
| 81 |
Model test study on static performance of rib-patterned small rise-span ratio suspend-dome structure
|
Xue, Suduo
|
|
|
43 |
C |
p. 1615-1628
|
artikel
|
| 82 |
Model updating-based dynamic collapse analysis of a RC cable-stayed bridge under earthquakes
|
Zheng, Yue
|
|
|
43 |
C |
p. 1100-1113
|
artikel
|
| 83 |
MUDis: A low computational effort multi-unit discretization procedure for modelling masonry walls with periodic arrangement
|
Brando, Giuseppe
|
|
|
43 |
C |
p. 1380-1406
|
artikel
|
| 84 |
Multi-objective optimisation of aluminium skins and recycled/perforated PET foams sandwich panels subjected to impact loads
|
Ribeiro Filho, Sergio Luiz Moni
|
|
|
43 |
C |
p. 1750-1765
|
artikel
|
| 85 |
Multiple tuned mass damper control of vortex-induced vibration in bridges based on failure probability
|
Dai, Jun
|
|
|
43 |
C |
p. 1807-1818
|
artikel
|
| 86 |
Numerical analysis of reinforced concrete columns strengthened with sleeve wedge bolts and a self compacting concrete layer
|
da Paz, Giovanna L.G.
|
|
|
43 |
C |
p. 726-737
|
artikel
|
| 87 |
Numerical analysis on combinations of geosynthetically reinforced earth foundations for high-speed rail transportation
|
Mandhaniya, Pranjal
|
|
|
43 |
C |
p. 738-751
|
artikel
|
| 88 |
Numerical study on shear strength of GFRP-RC T-Joints
|
Safdar, Muhammad
|
|
|
43 |
C |
p. 926-943
|
artikel
|
| 89 |
On the uniform torsional rigidity of square concrete-filled steel tubular (CFST) sections
|
Zhang, W.F.
|
|
|
43 |
C |
p. 249-256
|
artikel
|
| 90 |
Optimal design and seismic performance of base-isolated storage tanks using friction pendulum inerter systems
|
Zhang, Li
|
|
|
43 |
C |
p. 234-248
|
artikel
|
| 91 |
Optimal design of elastic and elastoplastic tuned mass dampers using the Mouth Brooding Fish algorithm for linear and nonlinear structures
|
Roozbahan, Mostafa
|
|
|
43 |
C |
p. 1084-1090
|
artikel
|
| 92 |
Optimization design of triple friction pendulums for Base-isolated High-rise buildings based on bearing displacement and collapse fragility
|
Xu, Yanqing
|
|
|
43 |
C |
p. 1091-1099
|
artikel
|
| 93 |
Optimum seismic design of curved cable-stayed bridges
|
Ferreira, F.
|
|
|
43 |
C |
p. 131-148
|
artikel
|
| 94 |
Parametric study and prediction models of the seismic response of single-degree-of-freedom structural systems equipped with Maxwell material fluid viscous dampers
|
Chalarca, Bryan
|
|
|
43 |
C |
p. 388-406
|
artikel
|
| 95 |
Performance of Expanded Polystyrene (EPS) sandwiched concrete panels subjected to accelerated corrosion
|
Garhwal, Anil
|
|
|
43 |
C |
p. 1057-1072
|
artikel
|
| 96 |
Plastic hinge regions of prefabricated concrete columns with grouted sleeves and simplified calculation method for plastic hinge length
|
Ding, Mengjia
|
|
|
43 |
C |
p. 710-725
|
artikel
|
| 97 |
Poly-lactic acid and carbon fibers 3D printed bars for seismic retrofitting RC beam-to-column joints subjected to elevated temperature
|
Murad, Yasmin
|
|
|
43 |
C |
p. 1530-1547
|
artikel
|
| 98 |
Post-strengthening rapid repair of damaged RC columns using CFRP sheets for confinement and NSM-CFRP ropes for flexural strengthening
|
Saeed, Yasir M.
|
|
|
43 |
C |
p. 1315-1333
|
artikel
|
| 99 |
Prediction and optimization of the flexural behavior of corroded concrete beams using adaptive neuro fuzzy inference system
|
Peng, Jun
|
|
|
43 |
C |
p. 200-208
|
artikel
|
| 100 |
Quasi-static test of the lattice-type railway bridge pier with replaceable connection component
|
Zhang, Xiyin
|
|
|
43 |
C |
p. 635-644
|
artikel
|
| 101 |
Re:Crete – Reuse of concrete blocks from cast-in-place building to arch footbridge
|
Devènes, Julie
|
|
|
43 |
C |
p. 1854-1867
|
artikel
|
| 102 |
Reliability estimation of a Tibetan heritage timber structure with inclination in its Que-Ti joints
|
Yang, N.
|
|
|
43 |
C |
p. 257-270
|
artikel
|
| 103 |
Research of a new hot-rolled connector connection to composite walls
|
Yu, Yujie
|
|
|
43 |
C |
p. 209-222
|
artikel
|
| 104 |
Research on fatigue performance and optimal design of steel-UHPC composite slab
|
He, Zhigang
|
|
|
43 |
C |
p. 682-695
|
artikel
|
| 105 |
Research on fracture of steel structure welded joint based on micro-mechanism
|
Qu, Xiushu
|
|
|
43 |
C |
p. 434-448
|
artikel
|
| 106 |
Retraction notice to “Comparison of the effect of the steel and polypropylene fibres on the flexural behaviour of recycled aggregate concrete beams” [Structures 29 (2021) 129–146]
|
Karimipour, Arash
|
|
|
43 |
C |
p. 1881
|
artikel
|
| 107 |
Sampling-based seismic reliability analysis of the corroded reinforced concrete bridge bent
|
Asghshahr, Mohammadreza Seify
|
|
|
43 |
C |
p. 944-958
|
artikel
|
| 108 |
Seismic and failure behavior simulation for RC shear walls under cyclic loading based on vector form intrinsic finite element
|
Zhang, Hongmei
|
|
|
43 |
C |
p. 1834-1853
|
artikel
|
| 109 |
Seismic design of self-centering bridge piers considering soil-structure interaction
|
Shi, Xin
|
|
|
43 |
C |
p. 1819-1833
|
artikel
|
| 110 |
Seismic fragility analysis of buckling-restrained brace-strengthened reinforced concrete frames using a performance-based plastic design method
|
Ouyang, Xinyu
|
|
|
43 |
C |
p. 338-350
|
artikel
|
| 111 |
Seismic fragility analysis of traditional himis structures in Turkey
|
Usta, Pınar
|
|
|
43 |
C |
p. 28-39
|
artikel
|
| 112 |
Seismic performance of precast tubular web reduced beam section connection
|
Qi, Hao
|
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Seismic performance of prefabricated steel tube-confined concrete circular pier
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Seismic performance of steel connections with double-leg energy dissipation cover plates
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Seismic retrofitting of RC joints using steel cage and haunch with bolted steel plate
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Deng, Bo-Yu
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Seismic vulnerability assessment of base isolated liquid storage tanks under near-fault ground motions
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Seismic vulnerability of jacket supported large offshore wind turbine considering multidirectional ground motions
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James, Maria
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Shaking table test of fabricated concrete shear wall structure and study on damage mechanism of strong earthquake
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Shear behaviour of ultra-high performance concrete beams with openings
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Shear strength of reinforced concrete flexural members without web reinforcement in compliance with mechanical analysis
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Zu, Kun
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Sloshing effect analysis of liquid storage tank under seismic excitation
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SMA-based self-centering eccentrically braced frame with vertical link member
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Soil-structure interaction effects on the seismic performance of steel moment-resisting frames equipped with optimal rotational friction dampers
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Static behavior of novel shear connectors with post-poured UHPC for prefabricated composite bridge
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Stiffness identification of deteriorated PC bridges by a FEMU method based on the LM-assisted PSO-Kriging model
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Strengthening of existing stone arch bridges using UHPC: Theoretical analysis and case study
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Structural characterization of three types of woods in Sudan: (Anogeissus leiocarpus) Sahab, (Balanites aegyptiaca) Heglieg, and (Sclerocarya birrea) Humeid
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Study of wind loads on rectangular plan tall building under interference condition
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Study on impact factors of small- and medium-span bridges under the special-purpose vehicle load
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Time-dependent p-delta analysis of Timoshenko viscoelastic beams and Mindlin viscoelastic plates with different shapes
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Ultra-low cycle fatigue fracture initiation life evaluation of thick-walled steel bridge piers with microscopic damage index under bidirectional cyclic loading
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Using NSM pre-stressed rebars for flexural strengthening of RC beams subjected to constant loading
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Vibration control of midrise buildings by semi-active tuned mass damper including multi-layered soil-pile-structure-interaction
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