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                             112 gevonden resultaten
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
                             112 gevonden resultaten
 
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