nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
1 |
A global sensitivity analysis method for safety influencing factors of RCC dams based on ISSA-ELM-Sobol
|
Xu, Bo |
|
|
51 |
C |
p. 288-302 |
artikel |
2 |
Analytical approach for seismic analysis of onshore wind turbines considering soil-structure interaction
|
Bozyigit, Baran |
|
|
51 |
C |
p. 226-241 |
artikel |
3 |
Analytical investigation and experimental validation of anchorage zone to improve bursting force equation for post-tensioned concrete members
|
Jain, Monika |
|
|
51 |
C |
p. 303-310 |
artikel |
4 |
Analytical study on influence of subsurface voids on moment capacity of singly reinforced concrete beam – Inspired by a project case study
|
Li, Zhengqi |
|
|
51 |
C |
p. 1821-1832 |
artikel |
5 |
An effective nonlinear interval sequential quadratic programming method for uncertain inverse problems
|
Tang, Jiachang |
|
|
51 |
C |
p. 615-627 |
artikel |
6 |
An efficient differential evolution-based method for optimization of steel frame structures using direct analysis
|
Vu, Quoc-Anh |
|
|
51 |
C |
p. 67-78 |
artikel |
7 |
An efficient reliability-based design of TMD & MTMD in nonlinear structures under uncertainty
|
Shamsaddinlou, Amir |
|
|
51 |
C |
p. 258-274 |
artikel |
8 |
An improved stochastic subspace modal identification method considering uncertainty quantification
|
Zhou, Kang |
|
|
51 |
C |
p. 1083-1094 |
artikel |
9 |
A novel dynamic load identification approach for multi-source uncertain structures based on the set-theoretical wavelet transform and layered noise reduction
|
Wang, Lei |
|
|
51 |
C |
p. 91-104 |
artikel |
10 |
Application of tuned viscous mass damper isolation systems for equipment-induced vibration control of industrial buildings
|
Zhu, Zhengrong |
|
|
51 |
C |
p. 1934-1943 |
artikel |
11 |
Applied element modelling of unreinforced and reinforced concrete masonry walls under blast loading
|
Gouda, Ahmed |
|
|
51 |
C |
p. 828-845 |
artikel |
12 |
Assessment of contact interface on seismic response of tunnels by the modified response acceleration method
|
Zhou, Tonglai |
|
|
51 |
C |
p. 1384-1401 |
artikel |
13 |
Assessment of web shear stresses and shear capacity of FRP composite tub girders for highway bridges
|
Schanck, Andrew |
|
|
51 |
C |
p. 880-894 |
artikel |
14 |
Axial compressive behavior of circular concrete-filled steel tube stub columns with steel slag coarse aggregate
|
Lu, Linhan |
|
|
51 |
C |
p. 1893-1905 |
artikel |
15 |
Behavior and design of circular concrete columns strengthened with textile-reinforced mortar subjected to eccentric compression
|
Ran, Jinlin |
|
|
51 |
C |
p. 242-257 |
artikel |
16 |
Behavior of double-skin truss-reinforced composite walls under eccentric compression
|
Liu, Zhong-Hua |
|
|
51 |
C |
p. 718-733 |
artikel |
17 |
Bond-slip effect in novel steel box-concrete composite structures part Ⅰ: Short-term loading
|
Chen, Hongbing |
|
|
51 |
C |
p. 1450-1460 |
artikel |
18 |
Buckling analysis of non-uniform Timoshenko columns under localised fire
|
Ren, Yongan |
|
|
51 |
C |
p. 1245-1256 |
artikel |
19 |
Calculation method for the interface contact stress of steel tube-to-sleeve grouted connections subjected to bending moments
|
Wang, Zhanwen |
|
|
51 |
C |
p. 1095-1108 |
artikel |
20 |
Characterization studies on calcium silicate boards and fibre cement boards used as sheathing in light gauge steel framed systems
|
Palagala, V.Y. |
|
|
51 |
C |
p. 684-706 |
artikel |
21 |
Comparative study on the seismic behaviour of assembled composite walls with vertical joint rigid connections and ductility connections
|
Miao, Xinwei |
|
|
51 |
C |
p. 1553-1563 |
artikel |
22 |
Corrosion effect on bond behavior between rebar and concrete using Bayesian regularized feed-forward neural network
|
Nguyen, Thanh-Hung |
|
|
51 |
C |
p. 1525-1538 |
artikel |
23 |
Cyclic performance of fully assembled joints between H-Beam and CFST shear wall
|
Liu, Yifeng |
|
|
51 |
C |
p. 1655-1669 |
artikel |
24 |
Damage identification in steel frames using dual-criteria vibration-based damage detection method and artificial neural network
|
Nick, Hooman |
|
|
51 |
C |
p. 1833-1851 |
artikel |
25 |
Data-driven ensemble learning approach for optimal design of cantilever soldier pile retaining walls
|
Cakiroglu, Celal |
|
|
51 |
C |
p. 1268-1280 |
artikel |
26 |
Derivation of shear enhancement factor β used in FprEN1992 to calculate design shear force at corner columns of flat slabs
|
Abu-Salma, Deema |
|
|
51 |
C |
p. 602-614 |
artikel |
27 |
Design and analysis of a lightweight beam-type topologically interlocked material system
|
Laudage, Steven |
|
|
51 |
C |
p. 1402-1413 |
artikel |
28 |
Design and testing of multischeme horizontal joints for prefabricated two-walls-in-one diaphragm wall
|
Qiu, Tong |
|
|
51 |
C |
p. 1354-1371 |
artikel |
29 |
Design, construction and performance of the Monash pultruded glass fibre-reinforced polymer footbridge
|
Caprani, Colin C. |
|
|
51 |
C |
p. 970-984 |
artikel |
30 |
Determining the hanger force of the suspension bridge with short extended spans: An analytical algorithm
|
Zhang, Wen-ming |
|
|
51 |
C |
p. 1645-1654 |
artikel |
31 |
Development of integrated semi-active adaptive vibration control system for bridges subjected to traffic loads
|
Farahpour, Hengameh |
|
|
51 |
C |
p. 1773-1794 |
artikel |
32 |
3D printed biodegradable polymer reinforced concrete with high structural stability
|
Harris, Muhammad |
|
|
51 |
C |
p. 1609-1621 |
artikel |
33 |
Ductility evaluation and flexural failure mode recognition of reinforced Ultra-High performance concrete flexural members
|
Peng, Fei |
|
|
51 |
C |
p. 1881-1892 |
artikel |
34 |
Earthquake-induced loss assessment of steel dual concentrically braced structures subjected to near-field ground motions
|
Khademi, Mohsen |
|
|
51 |
C |
p. 1123-1139 |
artikel |
35 |
Effect of incident angle of P-wave on seismic response of underground cavern
|
Han, Guohui |
|
|
51 |
C |
p. 1757-1772 |
artikel |
36 |
Effect of stand-off distance on blast fragility of steel moment-resisting buildings
|
Dadkhah, Hamed |
|
|
51 |
C |
p. 1694-1705 |
artikel |
37 |
Effect of UHPC jacketing on the shear and flexural behaviour of high-strength concrete beams
|
Li, Chuanjing |
|
|
51 |
C |
p. 1972-1996 |
artikel |
38 |
Effects of geometric characteristics of U-shaped flexural plates on their cyclic performance
|
Ravanbakhshian Habibabadi, Mahdi |
|
|
51 |
C |
p. 351-371 |
artikel |
39 |
Embedment strength of dowel-type fasteners for the case of cross-laminated timber plane side insertion
|
Ou, Jiajia |
|
|
51 |
C |
p. 1257-1267 |
artikel |
40 |
Energy research of three-adjacent structures connected by Kelvin-type dampers based on power flow
|
Zhang, Shangrong |
|
|
51 |
C |
p. 1670-1683 |
artikel |
41 |
Engineering design of optimized reinforced concrete floor grillages
|
Whiteley, J. |
|
|
51 |
C |
p. 1292-1304 |
artikel |
42 |
Evaluating the performance of different mother wavelet functions for down-sampling of earthquake records
|
Majidi, Noorollah |
|
|
51 |
C |
p. 846-879 |
artikel |
43 |
Evaluation of mechanical properties and anisotropy of 3D printed concrete at different temperatures
|
Sun, Bochao |
|
|
51 |
C |
p. 391-401 |
artikel |
44 |
Experimental and analytical study on structural performance of reinforced lightweight geopolymer composites panels
|
Li, Zhixing |
|
|
51 |
C |
p. 1219-1229 |
artikel |
45 |
Experimental and numerical evaluation of RC ribbed slabs in fire conditions
|
Bolina, Fabricio L. |
|
|
51 |
C |
p. 747-759 |
artikel |
46 |
Experimental and numerical investigation on the effect of concrete infill in pultruded GFRP CHS intermediate and long columns under axial and eccentric compression
|
Higgoda, Thumitha Mandula |
|
|
51 |
C |
p. 137-157 |
artikel |
47 |
Experimental and numerical studies of screwed connections with hot-rolled steel plate and cold-formed steel sheet
|
Liu, Shen |
|
|
51 |
C |
p. 311-319 |
artikel |
48 |
Experimental and numerical studies on seismic behavior of new cross square hollow column-truss beam connections
|
Liu, Jianfei |
|
|
51 |
C |
p. 657-668 |
artikel |
49 |
Experimental evaluation on the seismic performance of high-strength reinforcement beam-column joints with different parameters
|
Zhang, Xiaowei |
|
|
51 |
C |
p. 1591-1608 |
artikel |
50 |
Experimental investigation of full-scale reinforced concrete beams under reversed-cyclic pure torsion
|
Kaya, Serap Altın |
|
|
51 |
C |
p. 734-746 |
artikel |
51 |
Experimental investigation of wind effects on a 282-meter-high tower with complex aerodynamic shapes based on a rigid model and multi-degree-of-freedom aeroelastic model
|
Fu, Guoqiang |
|
|
51 |
C |
p. 25-41 |
artikel |
52 |
Experimental investigation on the flexural performance and damage process of steel fiber reinforced recycled coarse aggregate concrete
|
Gao, Danying |
|
|
51 |
C |
p. 1205-1218 |
artikel |
53 |
Experimental study and analysis for the long-term behavior of the steel–concrete composite girder bridge
|
Zhang, Zejun |
|
|
51 |
C |
p. 1305-1327 |
artikel |
54 |
Experimental study on dynamic mechanical properties of mortar-sandstone composite under impact load
|
Zhao, Tong-de |
|
|
51 |
C |
p. 1061-1070 |
artikel |
55 |
Experimental study on long-term behavior of PSC beams
|
Mary Williams, P. |
|
|
51 |
C |
p. 560-572 |
artikel |
56 |
Experimental study on the vibration reduction characteristics of the floating slab track for 160 km/h urban rail transit
|
Huang, Xiangdong |
|
|
51 |
C |
p. 1230-1244 |
artikel |
57 |
Exploring interactions between a human rhythmic jumper and an oscillating structure using experimental force–displacement analysis
|
White, R.E. |
|
|
51 |
C |
p. 1172-1188 |
artikel |
58 |
Fatigue behaviour of butt-lap friction stir welded joints used with aluminum bridge decks
|
Trimech, Mahmoud |
|
|
51 |
C |
p. 1795-1805 |
artikel |
59 |
Fatigue life analysis of high-strength bolts based on machine learning method and SHapley Additive exPlanations (SHAP) approach
|
Zhang, Shujia |
|
|
51 |
C |
p. 275-287 |
artikel |
60 |
Fatigue performance of Q420C steel fillet-welded joints at low temperatures
|
Li, Qiyu |
|
|
51 |
C |
p. 1341-1353 |
artikel |
61 |
Finite element analysis of square FRP-concrete-steel columns under eccentric compression
|
Izadi, Amin |
|
|
51 |
C |
p. 79-90 |
artikel |
62 |
Flexural behaviour of deconstructable composite beams
|
Ban, Huiyong |
|
|
51 |
C |
p. 669-683 |
artikel |
63 |
Frequency domain transfer function based multimodal design method for seismic mitigation of building structures
|
Liu, Hao |
|
|
51 |
C |
p. 1539-1552 |
artikel |
64 |
Geopolymer concrete-filled aluminium alloy tubular cross-sections
|
Gkantou, Michaela |
|
|
51 |
C |
p. 528-543 |
artikel |
65 |
Hot spot stress concentration factor of CFST T/Y joints based on modified equivalent thickness
|
Xiao, Lin |
|
|
51 |
C |
p. 910-925 |
artikel |
66 |
Hyperparameter optimization for interfacial bond strength prediction between fiber-reinforced polymer and concrete
|
Kong, Qingzhao |
|
|
51 |
C |
p. 573-601 |
artikel |
67 |
Hysteretic behaviors of Pingshenke Dou-Gong brackets of ancient timber buildings under different loading directions
|
Song, Dejun |
|
|
51 |
C |
p. 1944-1958 |
artikel |
68 |
Influence of complex geological conditions on core arching of earth - rock dam
|
Li, Yong |
|
|
51 |
C |
p. 1564-1578 |
artikel |
69 |
Influence of heavy concrete on seismic response of transfer and purging rooms of nuclear power plant
|
Liu, Xuchen |
|
|
51 |
C |
p. 1372-1383 |
artikel |
70 |
Investigation of impact behavior of glulam beam strengthened with CFRP
|
Karagöz İşleyen, Ümmü |
|
|
51 |
C |
p. 196-214 |
artikel |
71 |
Mechanical behaviour of H-shaped steel columns reinforced with bonded steel plates and anchor bolts
|
Bu, Liang-Tao |
|
|
51 |
C |
p. 544-559 |
artikel |
72 |
Mechanical properties of BFRP-reinforced glued laminated wood hollow round column under eccentric pressure
|
Liu, Jiatong |
|
|
51 |
C |
p. 1140-1152 |
artikel |
73 |
Mechanical properties of large-diameter semi-grouted sleeve connections for railway platform canopies
|
Lin, Pengzhen |
|
|
51 |
C |
p. 171-184 |
artikel |
74 |
Modelling two-dimensional chloride diffusion in repaired RC structures for sustainable maintenance management
|
Truong, Quynh Chau |
|
|
51 |
C |
p. 895-909 |
artikel |
75 |
Moment redistribution capacity of continuous RC beams with High-Strength steel reinforcement
|
Luo, Da |
|
|
51 |
C |
p. 13-24 |
artikel |
76 |
Multi-axial material constitutive model updating based online numerical simulation method for seismic performance evaluation of shear wall structures
|
Xu, Guoshan |
|
|
51 |
C |
p. 1153-1171 |
artikel |
77 |
Multi-objective optimization-based reasonable finished state in long-span cable-stayed bridge considering counterweights
|
Wang, ZhangMing |
|
|
51 |
C |
p. 1497-1506 |
artikel |
78 |
Nano filler incorporated epoxy based natural hybrid fiber confinement of concrete systems: Effect of fiber layers and nano filler addition
|
Joseph, Lakshmi |
|
|
51 |
C |
p. 320-331 |
artikel |
79 |
Nonlinear analysis of a typical nonlinear beam structure based on experimentally extracted dynamical characteristics
|
Xue, Cheng |
|
|
51 |
C |
p. 791-799 |
artikel |
80 |
Numerical analysis of circular-steel-tube with anchor-plates embedded in concrete-columns under uplift load
|
Xie, Zilu |
|
|
51 |
C |
p. 1742-1756 |
artikel |
81 |
Numerical investigation of precast concrete frames with grouted sleeves and intermediate connections
|
Wang, Guo-Jue |
|
|
51 |
C |
p. 1474-1496 |
artikel |
82 |
Numerical shape, thickness and stacking sequence optimisation and experimental study of hybrid composite plates under in-plane shear loading
|
Damghani, Mahdi |
|
|
51 |
C |
p. 372-390 |
artikel |
83 |
Numerical simulation and specification provisions for cruciform cold-formed steel built-up columns
|
Lu, Wei-Bo |
|
|
51 |
C |
p. 484-497 |
artikel |
84 |
Numerical study of steel–concrete composite cellular beam using demountable shear connectors
|
Dai, Xianghe |
|
|
51 |
C |
p. 1328-1340 |
artikel |
85 |
On dynamic response and damage evaluation of bridge piers under far-field explosion loads
|
Kong, Weiming |
|
|
51 |
C |
p. 985-1003 |
artikel |
86 |
Optimal sensor placement methodology of triaxial accelerometers using combined metaheuristic algorithms for structural health monitoring applications
|
Mghazli, Mohamed Oualid |
|
|
51 |
C |
p. 1959-1971 |
artikel |
87 |
Output-only structural identification with random decrement technique
|
Ni, Pinghe |
|
|
51 |
C |
p. 55-66 |
artikel |
88 |
Performance-based system reliability analysis for steel moment frames
|
Dorri, Farshad |
|
|
51 |
C |
p. 472-483 |
artikel |
89 |
Performance of stud shear connections under combined shear and pull-out forces
|
Shen, Min-hui |
|
|
51 |
C |
p. 415-434 |
artikel |
90 |
Post-fire load-reversed push-out performance of normal and lightweight concrete-filled steel tube columns: Experiments and predictions
|
Parsa-Sharif, Mohammad |
|
|
51 |
C |
p. 1414-1437 |
artikel |
91 |
Predicting the flexural behavior of steel-PVA hybrid fiber reinforced cementitious composite
|
Wang, Zhaoyao |
|
|
51 |
C |
p. 1189-1204 |
artikel |
92 |
Prediction of progressive collapse resistance of RC frames using deep and cross network model
|
Gan, Yiping |
|
|
51 |
C |
p. 800-813 |
artikel |
93 |
Progressive collapse resistance of steel frame with beam to column transfer structure under a middle column-removal scenario
|
Huang, Xinheng |
|
|
51 |
C |
p. 1-12 |
artikel |
94 |
Pull-out behavior and damage assessment of core concrete of Full-scale prestressed High-strength hollow square piles
|
Xu, Wenlei |
|
|
51 |
C |
p. 1906-1918 |
artikel |
95 |
Pullout performance of headed anchor studs in Engineered Cementitious Composites (ECC) with Polyvinyl Alcohol fibers
|
Li, Fuhai |
|
|
51 |
C |
p. 1919-1933 |
artikel |
96 |
Pull-out strength of the glued-in joint in laminated bamboo structure
|
Feng, Yan |
|
|
51 |
C |
p. 1052-1060 |
artikel |
97 |
Quantifying the effect of amplitude scaling of real ground motions based on structural responses of vertically irregular and regular RC frames
|
Palanci, Mehmet |
|
|
51 |
C |
p. 105-123 |
artikel |
98 |
Random corrosion characteristics of high strength steel wire after 18 years of service and the numerical reconstruction method
|
Gao, Jing |
|
|
51 |
C |
p. 498-512 |
artikel |
99 |
Residual mechanical properties of composite beams with PBL connectors under fatigue loads
|
Xu, Yichi |
|
|
51 |
C |
p. 185-195 |
artikel |
100 |
Review on passive energy dissipation devices and techniques of installation for high rise building structures
|
Almajhali, Khalil Yahya Mohammed |
|
|
51 |
C |
p. 1019-1029 |
artikel |
101 |
Revision and development of material models of ultra-high performance concrete containing coarse aggregate and applications in structural-level flexural response predictions
|
Alsomiri, Mujahed |
|
|
51 |
C |
p. 332-350 |
artikel |
102 |
Seismic isolation effect of a new type of friction pendulum bearing in high-speed railway girder bridge
|
Wei, Biao |
|
|
51 |
C |
p. 776-790 |
artikel |
103 |
Seismic performance of a base-isolated flexible liquid storage tank equipped with a novel rate-independent damping device
|
Zhu, Hongping |
|
|
51 |
C |
p. 215-225 |
artikel |
104 |
Seismic protection of land-based wind turbine towers using the tuned inerter damper
|
Alotta, Gioacchino |
|
|
51 |
C |
p. 640-656 |
artikel |
105 |
Seismic response of a stilted mid–story isolated structure in mountainous areas based on variable parameters soil–structure–interaction effect
|
Wan, Feng |
|
|
51 |
C |
p. 707-717 |
artikel |
106 |
Semi-automatic generation of shear wall structural models
|
Zhou, Xuhong |
|
|
51 |
C |
p. 42-54 |
artikel |
107 |
Semi-supervised vibration-based structural health monitoring via deep graph learning and contrastive learning
|
Dang, Viet-Hung |
|
|
51 |
C |
p. 158-170 |
artikel |
108 |
Serviceability behaviour of FRP-reinforced slatted slabs made of high-content recycled aggregate concrete
|
Imjai, Thanongsak |
|
|
51 |
C |
p. 1071-1082 |
artikel |
109 |
Shaking table test research on short-distance side-piercing bridge piles in tunnel structures
|
Lu, Shasha |
|
|
51 |
C |
p. 124-136 |
artikel |
110 |
Shear failure of geometrically similar RC shear walls: Mesoscopic modellings and analysis
|
Jin, Liu |
|
|
51 |
C |
p. 1109-1122 |
artikel |
111 |
Simplified calculation model for offshore wind tower founded on monopile member
|
Campione, Giuseppe |
|
|
51 |
C |
p. 962-969 |
artikel |
112 |
Single and double-layered kirigami corrugated sandwich panels against impact loads
|
Li, Zhejian |
|
|
51 |
C |
p. 402-414 |
artikel |
113 |
Sliding sector–based adaptive controller for seismic control of structures equipped with active tuned mass damper
|
Saadatfar, Saman |
|
|
51 |
C |
p. 1507-1524 |
artikel |
114 |
Static load identification of nonlinear structure based on internal force estimation exemplified by underground straight-wall arch structure
|
Zheng, Kaikai |
|
|
51 |
C |
p. 950-961 |
artikel |
115 |
Strengthening effect of steel plates on seismic behaviors of RC shear walls with various size post-openings
|
Li, Gongchan |
|
|
51 |
C |
p. 814-827 |
artikel |
116 |
Strengthening of autoclaved aerated concrete (AAC) masonry wallettes with fabric reinforced cementitious matrix for in-plane shear and out-of-plane loads
|
Gupta, Akshay |
|
|
51 |
C |
p. 1869-1880 |
artikel |
117 |
Strengthening of deep RC coupling beams with FRP composites: A numerical study
|
Heydari, Pooria |
|
|
51 |
C |
p. 435-454 |
artikel |
118 |
Strengthening of Reinforced Concrete slabs using macro and micro synthetic fibers
|
S. Zainal, S.M. Iqbal |
|
|
51 |
C |
p. 1579-1590 |
artikel |
119 |
Structural performance of orthotropic Steel-Concrete continuous composite decks with larger U-ribs and PBL shear connectors
|
Shan, Yulin |
|
|
51 |
C |
p. 1030-1051 |
artikel |
120 |
Study on power spectral density curves of track dynamic irregularity caused by earthquake-induced damage
|
Lizhong, Jiang |
|
|
51 |
C |
p. 1281-1291 |
artikel |
121 |
Study on static strength of Q690 built-up K-joints under axial loads
|
Jiang, J. |
|
|
51 |
C |
p. 760-775 |
artikel |
122 |
Study on the analytical model for load distribution of multiple-ring-stiffened tube-gusset joints considering ring stiffness
|
Sitong, Wei |
|
|
51 |
C |
p. 1852-1868 |
artikel |
123 |
Study on the equivalent plastic hinge length of superimposed RC shear walls with embedded bracings
|
Guo, Shengqi |
|
|
51 |
C |
p. 455-471 |
artikel |
124 |
Study on the influence of uneven settlement and small curve radius on metro train running safety and riding comfort
|
Zhang, Jinfeng |
|
|
51 |
C |
p. 1806-1820 |
artikel |
125 |
Study on the layout methods of stiffening rings for steel cooling towers
|
Song, Guoqing |
|
|
51 |
C |
p. 1438-1449 |
artikel |
126 |
Tensile behaviour of transverse reinforcement with different connection methods in single steel-plate concrete composite structures
|
Tang, Ruo-Yang |
|
|
51 |
C |
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