nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
1 |
A comprehensive GEP and MEP analysis of a cement-based concrete containing metakaolin
|
Iftikhar Faraz, Muhammad |
|
|
53 |
C |
p. 937-948 |
artikel |
2 |
A computational modeling approach for cold-formed steel bolted connections exhibiting bolt slip and bearing behavior
|
Seok, Seungwook |
|
|
53 |
C |
p. 460-473 |
artikel |
3 |
Algorithm study of three-dimensional light gauge steel structures thermal–mechanical coupling based on improved static-dynamic transformation analysis
|
Wenwen, Chen |
|
|
53 |
C |
p. 973-985 |
artikel |
4 |
A modified softened strut-and-tie model for non-seismically designed beam-column interior joints strengthened with unsymmetrical chamfers
|
Xue, Zhihang |
|
|
53 |
C |
p. 614-624 |
artikel |
5 |
An advanced method for evaluating the cracking risks of gravity dams during the construction period considering the uncertainty of thermodynamic parameters
|
Liu, Hongwei |
|
|
53 |
C |
p. 537-549 |
artikel |
6 |
Analytical algorithm for the full-bridge response of hybrid cable-stayed suspension bridges under a horizontal transverse live load
|
Zhang, Wen-ming |
|
|
53 |
C |
p. 132-148 |
artikel |
7 |
An effective single loop Kriging surrogate method combing sequential stratified sampling for structural time-dependent reliability analysis
|
Tian, Zongrui |
|
|
53 |
C |
p. 1215-1224 |
artikel |
8 |
An experimental and numerical investigation on the load transfer efficiency of a novel prefabricated cement concrete pavement
|
Li, Congming |
|
|
53 |
C |
p. 963-972 |
artikel |
9 |
An integrated 3D dynamic FE vehicle-track model in elasto-plasticity to investigate short pitch corrugation under cyclic wheel loads
|
Li, Shaoguang |
|
|
53 |
C |
p. 1000-1011 |
artikel |
10 |
A novel fully removable walkway system with non-invasive anchors for structural health inspection and maintenance of historic steel structures
|
Cabaleiro, Manuel |
|
|
53 |
C |
p. 1435-1449 |
artikel |
11 |
A novel meshfree method for investigating the impact of transverse joints quality on Xiaowan arch dam model
|
Huang, Zhentian |
|
|
53 |
C |
p. 447-459 |
artikel |
12 |
A quadratic approximation for volume minimization topology optimization
|
Saeed, Nouman |
|
|
53 |
C |
p. 1341-1348 |
artikel |
13 |
Assessment on concrete constitutive models for numerical simulations of vehicular collisions with RC bridge piers
|
Zhang, Nan |
|
|
53 |
C |
p. 1582-1599 |
artikel |
14 |
Assessment on effective stiffness of RC hollow columns based upon semi-static experiment
|
Shao, Changjiang |
|
|
53 |
C |
p. 882-894 |
artikel |
15 |
Buckling and ultimate resistance of double-corrugated steel plates under in-plane shear load
|
Deng, Ran |
|
|
53 |
C |
p. 1267-1282 |
artikel |
16 |
Classification models for impact damage of fiber reinforced concrete panels using Tree-based learning algorithms
|
Thai, Duc-Kien |
|
|
53 |
C |
p. 119-131 |
artikel |
17 |
Compression tests of cold-formed steel built-up T-shaped columns
|
Chen, Ming |
|
|
53 |
C |
p. 1172-1185 |
artikel |
18 |
Compressive and shear behavior of cement stabilized rammed earth wallettes reinforced with coir, bamboo splints and steel bars
|
Raavi, Satya Sai Deep |
|
|
53 |
C |
p. 1389-1401 |
artikel |
19 |
Cyclic behavior of a novel bolted beam-to-box column connection with reduced beam section
|
Saeedi, Hossein |
|
|
53 |
C |
p. 1369-1388 |
artikel |
20 |
Cyclic behavior of recycled-lump-concrete-filled GFRP tubular columns: Experimental investigation and numerical modeling
|
Zhao, Xin-Yu |
|
|
53 |
C |
p. 1489-1505 |
artikel |
21 |
Damage identification of large-scale space truss structures based on stiffness separation method
|
Xiao, Feng |
|
|
53 |
C |
p. 109-118 |
artikel |
22 |
Design method of polymer cut-off wall density for earth dams based on multi-objective optimization
|
Xue, Binghan |
|
|
53 |
C |
p. 199-204 |
artikel |
23 |
Development of a new framework based on Gaussian regression process for rapid fragility analysis of 2-DoF base-isolated structures
|
Delaviz, Arman |
|
|
53 |
C |
p. 1135-1149 |
artikel |
24 |
Development of Ultra High-Performance Fiber reinforced concrete barge for 5 MW wind turbine
|
Lazarus Dachollom, Gyang |
|
|
53 |
C |
p. 1349-1368 |
artikel |
25 |
Dynamic performance of CRTS III ballastless track structure under the train load and temperature
|
Song, Li |
|
|
53 |
C |
p. 408-420 |
artikel |
26 |
Effect of close-in successive explosions on the blast behaviors of reinforced concrete beams: An experimental study
|
Xu, Yingliang |
|
|
53 |
C |
p. 29-46 |
artikel |
27 |
Effect of maximum coarse aggregate size upon shear strengthening of RC beams using NSM-CFRP strips
|
Barham, Wasim S. |
|
|
53 |
C |
p. 652-663 |
artikel |
28 |
Effects of temperature variations on the modal properties of masonry structures: An experimental-based numerical modelling approach
|
Pellegrini, D. |
|
|
53 |
C |
p. 595-613 |
artikel |
29 |
Evaluation of fatigue damage in steel girder bridges using displacement influence lines
|
Mustafa, Samim |
|
|
53 |
C |
p. 1160-1171 |
artikel |
30 |
Evaluation of modelling uncertainties impact in older infilled frame RC structures
|
Mohammad, A.F. |
|
|
53 |
C |
p. 764-778 |
artikel |
31 |
Evaluation of progressive collapse resistances of RC frame with contributions of beam, slab and infill wall
|
Shan, Sidi |
|
|
53 |
C |
p. 1463-1475 |
artikel |
32 |
Experimental and numerical investigation of the performance of replaceable-rigid connection
|
Tarighi, Payam |
|
|
53 |
C |
p. 12-28 |
artikel |
33 |
Experimental and numerical investigation on enhancing capped-end tube energy absorption capacity by orifice effect
|
Farzaneh, Farhad |
|
|
53 |
C |
p. 1450-1462 |
artikel |
34 |
Experimental and numerical study on cyclic behavior of a shape-optimized composite metallic yield damper with two-phase energy dissipation
|
Men, Jinjie |
|
|
53 |
C |
p. 1012-1029 |
artikel |
35 |
Experimental and numerical study on tensile performance of high-strength steel plate-bolt assemblies
|
Duan, Liu-Sheng |
|
|
53 |
C |
p. 848-860 |
artikel |
36 |
Experimental evaluation of post-tensioned hybrid coupled shear wall system with TADAS steel dampers at the beam-wall interface
|
Youssef, Ali Abdallah |
|
|
53 |
C |
p. 1283-1299 |
artikel |
37 |
Experimental investigation of FPS inter-storey isolation control for assembled steel structure with high aspect ratio
|
Zhang, Chunwei |
|
|
53 |
C |
p. 550-567 |
artikel |
38 |
Experimental investigation of novel pre-compressed viscoelastic dampers with different matrix materials
|
Zhang, Hengyuan |
|
|
53 |
C |
p. 625-641 |
artikel |
39 |
Experimental investigation on seismic behavior of Ultra-high performance concrete columns reinforced with GFRP bars
|
Qian, Kai |
|
|
53 |
C |
p. 568-580 |
artikel |
40 |
Experimental study of depth-dependent flexural behavior of plain and bar-reinforced ultra-high-performance hybrid fiber-reinforced concrete
|
Abbas, Yassir M. |
|
|
53 |
C |
p. 432-446 |
artikel |
41 |
Experimental study on axial compression of hybrid fiber cement-based composite column with circular cross section
|
Li, Wei |
|
|
53 |
C |
p. 664-676 |
artikel |
42 |
Experimental study on fatigue damage of self-compacting concrete of CRTS III slab track
|
Xu, Yi |
|
|
53 |
C |
p. 62-69 |
artikel |
43 |
Experimental study on the bond capacity of RC beams incorporating concrete strength, corrosion and loading rate
|
Wu, Jieqiong |
|
|
53 |
C |
p. 228-239 |
artikel |
44 |
Experimental tests and numerical simulations of ultimate strength on acid etching tempered glass under four-point bending
|
Wu, Xiufeng |
|
|
53 |
C |
p. 1530-1539 |
artikel |
45 |
Failure time of reinforced concrete column under blast load
|
Lin, Shu-Chao |
|
|
53 |
C |
p. 1122-1134 |
artikel |
46 |
Fatigue tests and optimization for a new rib-to-diaphragm joint in orthotropic steel deck
|
Cui, Chuang |
|
|
53 |
C |
p. 501-513 |
artikel |
47 |
Field experiment of a novel semi-active smart rock system for sensing bridge scour depth
|
Tang, Yan |
|
|
53 |
C |
p. 1150-1159 |
artikel |
48 |
Flutter characteristics of bridges under non-uniform wind speed
|
Li, Jia-Wu |
|
|
53 |
C |
p. 1-11 |
artikel |
49 |
Global torsional response of seismically isolated nuclear plants and evaluation of codal provisions
|
Kumar, Satyam |
|
|
53 |
C |
p. 1057-1068 |
artikel |
50 |
Improved fire design of steel I-sections under combined compression and bending
|
Li, Liya |
|
|
53 |
C |
p. 346-360 |
artikel |
51 |
Incremental stiffening approach for CFS built-up-beams with large imperfections: Tests and flexural-behaviour
|
Dar, Mohammad Adil |
|
|
53 |
C |
p. 1318-1340 |
artikel |
52 |
Influence of MWCNT’s waviness and aggregation factors on wave dispersion response of MWCNT-strengthened nanocomposite curved beam
|
Zhang, Shuai |
|
|
53 |
C |
p. 1239-1249 |
artikel |
53 |
Influence of structural timber fibre orientation on the strength capacity of dowel-type joints
|
Domínguez, Manuel |
|
|
53 |
C |
p. 474-490 |
artikel |
54 |
Influence of the axial load ratio on the mechanical behaviour of prefabricated concrete shear walls with Mortise–Tenon joints
|
Liu, Jiliang |
|
|
53 |
C |
p. 83-97 |
artikel |
55 |
Interoperability between BIM and FEM for vibration-based model updating of a pedestrian bridge
|
Talebi, Aliasghar |
|
|
53 |
C |
p. 1092-1107 |
artikel |
56 |
Johnson–Holmquist-II model of annealed glass and its verification in dynamic compression test
|
Zhang, Rong |
|
|
53 |
C |
p. 396-407 |
artikel |
57 |
Long-term investigations of dynamic behavior of a pre-stressed concrete ballasted railway bridge
|
Zhang, Youqi |
|
|
53 |
C |
p. 822-832 |
artikel |
58 |
Machine-Learning-Based uncertainty and sensitivity analysis of Reinforced-Concrete slabs subjected to fire
|
Zhang, Dashan |
|
|
53 |
C |
p. 581-594 |
artikel |
59 |
Machine learning models for predicting concrete beams shear strength externally bonded with FRP
|
Rahman, Jesika |
|
|
53 |
C |
p. 514-536 |
artikel |
60 |
Modified dynamic opposite learning assisted TLBO for solving Time-Cost optimization in generalized construction projects
|
Azim Eirgash, Mohammad |
|
|
53 |
C |
p. 806-821 |
artikel |
61 |
Multi-level seismic performance assessment and comprehensive restoration considering the original state of a historic madrasah built in 1498 in the Forum of Constantine (4th century CE)
|
Dusak, Said |
|
|
53 |
C |
p. 160-198 |
artikel |
62 |
Neural network-based chaotic crossover method for structural reliability analysis considering time-dependent parameters
|
Dong, Xiao-Wei |
|
|
53 |
C |
p. 1186-1195 |
artikel |
63 |
Nonlinear finite-element analysis for predicting the cyclic behavior of UHPC shear walls reinforced with FRP and steel bars
|
Hu, Rui |
|
|
53 |
C |
p. 265-278 |
artikel |
64 |
Non-probabilistic credible set model for structural uncertainty quantification
|
Yan, Yuhua |
|
|
53 |
C |
p. 1408-1424 |
artikel |
65 |
Numerical investigation on strength of CFRST composite truss girder
|
Ma, Yinping |
|
|
53 |
C |
p. 253-264 |
artikel |
66 |
Numerical modeling investigation of cross-laminated timber connections consisting of multiple glued-in rods
|
Shirmohammadli, Younes |
|
|
53 |
C |
p. 491-500 |
artikel |
67 |
Optimal configuration of tapered steel gable frames based on total installed costs using the Enhanced Crystal Structure Algorithm
|
Salama, Abdallah |
|
|
53 |
C |
p. 797-805 |
artikel |
68 |
Optimization-based vibration suppression method of deterministic blisks by nonlinear coatings with mistuning identification
|
Yan, Xianfei |
|
|
53 |
C |
p. 986-999 |
artikel |
69 |
Optimization of production parameters of novel hybrid fiber-reinforced geopolymer mortar: Application in masonry walls
|
Buyuktapu, Merve |
|
|
53 |
C |
p. 1300-1317 |
artikel |
70 |
Optimization of radial drainage design for Water-Rich tunnel in sandy dolomite stratum considering pressure relief effect
|
Zhou, Feicong |
|
|
53 |
C |
p. 861-881 |
artikel |
71 |
Optimum selection of bridge pier retrofit measures considering performance, cost and sustainability criteria
|
Stefanidou, Sotiria |
|
|
53 |
C |
p. 98-108 |
artikel |
72 |
Out-of-plane flexure of external Thermal-insulation attached to Non-load-bearing masonry walls
|
Manos, George C. |
|
|
53 |
C |
p. 779-796 |
artikel |
73 |
Parametric study on the partially interconnected steel plate shear walls with stiffeners
|
Paslar, Nima |
|
|
53 |
C |
p. 749-763 |
artikel |
74 |
Performance-based design method for bolted stiffened end-plate connection under monotonic loading
|
Herath, H.M.H.K. |
|
|
53 |
C |
p. 214-227 |
artikel |
75 |
Performance evaluation of triangular and circular bulged perforated headed stud shear connector in composite junction
|
Singh, Prakash Abhiram |
|
|
53 |
C |
p. 327-345 |
artikel |
76 |
Plastic buckling of oil storage tanks under blast loads
|
Godoy, L.A. |
|
|
53 |
C |
p. 361-372 |
artikel |
77 |
Prediction of behavior of UHPC beams based on truss models
|
Zhang, Xinchen |
|
|
53 |
C |
p. 642-651 |
artikel |
78 |
Predictive control of seismic responses of a novel seismic isolation – non-seismic isolation composite structure system based on Levenberg-Marquardt algorithm
|
Huang, Kun |
|
|
53 |
C |
p. 373-381 |
artikel |
79 |
Probabilistic fatigue life assessment of steel rail-bridge in dual response surface framework
|
Misra, Kishore Chandra |
|
|
53 |
C |
p. 677-692 |
artikel |
80 |
Proposal of a methodology for mass optimization of realistic steel structural systems composed of columns and galleries for support of solid bulk conveyors
|
Fruet, Gustavo |
|
|
53 |
C |
p. 833-847 |
artikel |
81 |
Pull-out behavior of torque-controlled expansion anchors in HPSFRC under different installation conditions
|
Zhang, Yuefeng |
|
|
53 |
C |
p. 1506-1518 |
artikel |
82 |
Quasi-static experimental study on precast concrete columns reinforced with bundled rebars
|
Sun, Yunlou |
|
|
53 |
C |
p. 70-82 |
artikel |
83 |
RC beams strengthened in shear with FRP-Reinforced UHPC overlay: An experimental and numerical study
|
Nadir, Wissam |
|
|
53 |
C |
p. 693-715 |
artikel |
84 |
Recycling of glass fibre reinforced polymer (GFRP) composite wastes in concrete: A critical review and cost benefit analysis
|
Tao, Y. |
|
|
53 |
C |
p. 1540-1556 |
artikel |
85 |
Reproduction of spatial–temporal distribution of traffic loads on freeway bridges via fusion of camera video and ETC data
|
Xu, Zhaofeng |
|
|
53 |
C |
p. 1476-1488 |
artikel |
86 |
Research on the influence of loading frequency, material elasticity, and geometric parameters on mechanical characteristics of the new mesh-type high damping rail pad for fastening system
|
Bai, Yanbo |
|
|
53 |
C |
p. 421-431 |
artikel |
87 |
Resilience and sustainability assessment of individual buildings under hazards: A review
|
Jia, Shuo |
|
|
53 |
C |
p. 924-936 |
artikel |
88 |
Safety analysis of train-track-bridge coupled braking system under earthquake
|
Xiang, Ping |
|
|
53 |
C |
p. 1519-1529 |
artikel |
89 |
Seismic performance of a cold-formed and hot-rolled steel wall system equipped with curved steel dampers
|
Ghabussi, Aria |
|
|
53 |
C |
p. 296-316 |
artikel |
90 |
Seismic response analysis of subway station structure under random excitation based on probability density evolution method
|
Fan, Yifan |
|
|
53 |
C |
p. 382-395 |
artikel |
91 |
Seismic response of linked column steel braced frame with mechanical springs
|
Li, Feng |
|
|
53 |
C |
p. 240-252 |
artikel |
92 |
Shear behaviour and constitutive model of old-to-new concrete interface with single roughness tooth: Experimental and numerical investigation
|
Wu, Erjun |
|
|
53 |
C |
p. 1196-1214 |
artikel |
93 |
Single angle steel member damage under static and fatigue axial tension loads
|
Sayed, Ahmed M. |
|
|
53 |
C |
p. 149-159 |
artikel |
94 |
Soft omega joint for selective weakening of core walls in large precast commercial buildings
|
Dal Lago, Bruno |
|
|
53 |
C |
p. 949-962 |
artikel |
95 |
Spatial association-considered real-time risk rate assessment of high arch dams using observed displacement and combination prediction model
|
Wang, Shaowei |
|
|
53 |
C |
p. 1108-1121 |
artikel |
96 |
Statistical distributions and their influence on the material property values of tropical timber: Case study of Gmelina arborea
|
Iwuoha, Stanley Emeka |
|
|
53 |
C |
p. 205-213 |
artikel |
97 |
Strain rate effect and dynamic constitutive model of 7A04-T6 high-strength aluminium alloy
|
Wan, Jun |
|
|
53 |
C |
p. 1250-1266 |
artikel |
98 |
Strengthening of clay brick masonry wall with spraying polyurea for repeated blast resistance
|
Zhu, Haojie |
|
|
53 |
C |
p. 1069-1091 |
artikel |
99 |
Study and optimization of energy absorption characteristics of a new concave polygon tube
|
Zhang, Jing |
|
|
53 |
C |
p. 1030-1045 |
artikel |
100 |
Study on crack propagation life of corrosion fatigue in orthotropic steel deck in steel bridges
|
Zeng, Yong |
|
|
53 |
C |
p. 731-741 |
artikel |
101 |
Study on model test of the new O-cell load test method with two loading directions
|
Liu, Yongli |
|
|
53 |
C |
p. 1225-1238 |
artikel |
102 |
Study on the shear behavior of externally prestressed segmental glued concrete beams
|
Lu, Wenliang |
|
|
53 |
C |
p. 47-61 |
artikel |
103 |
Sustainability Evaluation of a Concrete Gravity Dam: Life Cycle Assessment, Carbon Footprint Analysis, and Life Cycle Costing
|
Mostafaei, Hasan |
|
|
53 |
C |
p. 279-295 |
artikel |
104 |
The effectiveness of using the simple adaptive control method on the structural response complexity of high-rise and low-rise buildings
|
Rajaee, Mohammadreza |
|
|
53 |
C |
p. 1402-1407 |
artikel |
105 |
The effect of precast concrete infill wall on the seismic performance of PCCSW
|
Pang, Rui |
|
|
53 |
C |
p. 716-730 |
artikel |
106 |
Thermally induced large deflection analysis of graphene platelet reinforced nanocomposite cylindrical panels
|
Han, Peng |
|
|
53 |
C |
p. 1046-1056 |
artikel |
107 |
The structural design and earthquake resistance assessment of composite steel–concrete frame structures with welded dissipative fuses
|
Li, Ke |
|
|
53 |
C |
p. 742-748 |
artikel |
108 |
Uncertainty quantification of wood floor system modal frequencies resulting from variable densities in members
|
Lim, HyeongUk |
|
|
53 |
C |
p. 1425-1434 |
artikel |
109 |
Upgrading the hanger resistance of RC inverted T-girders using externally bonded carbon fiber reinforced polymers (EB-CFRP)
|
Atta, Ahmed M. |
|
|
53 |
C |
p. 1557-1581 |
artikel |
110 |
Utilization of tartaric acid and 5-sulfosalicylic acid for tailoring the performance of aluminum sulfate alkali-free accelerator
|
Liu, Jiayuan |
|
|
53 |
C |
p. 317-326 |
artikel |
111 |
Variable RPIM and HOCM coupling for non-linear buckling and post-buckling analysis of transverse FG sandwich beams
|
Mesmoudi, Said |
|
|
53 |
C |
p. 895-907 |
artikel |
112 |
Waste polyethylene terephthalate (PET) fiber reinforced mortar in enhancing the bond behavior of masonry
|
Ranjan, Nikhil |
|
|
53 |
C |
p. 908-923 |
artikel |