nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
1 |
A beam-type element for analyzing the eccentric load effect of box girder bridges
|
Zhao, Chao |
|
|
36 |
C |
p. 1-12 |
artikel |
2 |
A heuristic swarm-based optimization method using multi-variate normal distributions with self-adaptive variance matrices
|
Shojaei, Iman |
|
|
36 |
C |
p. 372-391 |
artikel |
3 |
Analysis of full-scale precast post-tension (FPP) girder for straddle monorail – Experimental and FEA study
|
Suparp, Suniti |
|
|
36 |
C |
p. 521-532 |
artikel |
4 |
A new first-order mixed beam element for static bending analysis of functionally graded graphene oxide powder-reinforced composite beams
|
Vinh, Pham Van |
|
|
36 |
C |
p. 463-472 |
artikel |
5 |
A new method for design and calculating the mechanical properties and energy absorption behavior of cellular structures using foam microstructure modeling based on Laguerre tessellation
|
Shiravand, Ali |
|
|
36 |
C |
p. 428-444 |
artikel |
6 |
A practical combination method for wind-induced responses of high-rise buildings: Based on the correlation of extremes
|
Pan, Xiaowang |
|
|
36 |
C |
p. 126-139 |
artikel |
7 |
A semi-empirical approach to evaluate the effect of constituent materials on mechanical strengths of GFRP mortar pipes
|
Saghir, Farrukh |
|
|
36 |
C |
p. 493-510 |
artikel |
8 |
Assessment of scoured bridges subjected to ship impact
|
Irhayyim, Amir |
|
|
36 |
C |
p. 635-649 |
artikel |
9 |
Axial compressive behavior of CFRP confined rectangular CFT columns using high-strength materials: Numerical analysis and carrying capacity model
|
Du, Yansheng |
|
|
36 |
C |
p. 997-1020 |
artikel |
10 |
Axial compressive behavior of square steel tubular columns filled with steel stirrups reinforced recycled lump concrete
|
Zang, Jian-Bo |
|
|
36 |
C |
p. 735-751 |
artikel |
11 |
Axial strength prediction of steel tube confined concrete columns using a hybrid machine learning model
|
Ngo, Ngoc-Tri |
|
|
36 |
C |
p. 765-780 |
artikel |
12 |
Bond performance between textile reinforced concrete (TRC) and brick masonry under conventional environment
|
Shiping, Yin |
|
|
36 |
C |
p. 392-403 |
artikel |
13 |
Combined effect of cold joint and yielded hoop reinforcement on cyclic behaviour of seismically detailed RC beam-column joints
|
Hussain Choudhury, Arshad |
|
|
36 |
C |
p. 879-891 |
artikel |
14 |
Comparison of strengthening methods for tubular T joint corresponding to each static failure mode
|
Zafimandimby, Mampiandra N.H. |
|
|
36 |
C |
p. 589-618 |
artikel |
15 |
Compression-bending behaviour of steel-reinforced concrete-filled circular steel tubular columns with preload
|
Jia, Zhi-Lu |
|
|
36 |
C |
p. 892-911 |
artikel |
16 |
Computational analysis of shear deformation effects on open thin-walled beams
|
Chen, Shenggang |
|
|
36 |
C |
p. 678-690 |
artikel |
17 |
Coupling effects of the different temperature patterns and storage pressures on the buckling of a steel silo
|
Ma, Yue |
|
|
36 |
C |
p. 168-188 |
artikel |
18 |
Cyclic performance of different mitigation strategies proposed for segmental precast bridge piers
|
Govahi, Ehsan |
|
|
36 |
C |
p. 344-357 |
artikel |
19 |
Development of a probability distribution model for the SCFs in tubular X-connections retrofitted with FRP
|
Nassiraei, Hossein |
|
|
36 |
C |
p. 233-247 |
artikel |
20 |
Effect of rice husk ash on mechanical properties, fracture energy, brittleness and aging of calcium aluminate cement concrete
|
Abolhasani, Amirmohamad |
|
|
36 |
C |
p. 140-152 |
artikel |
21 |
Effects of corrosion on the strength of self-drilling screw connections in cold-formed steel structures-experiments and finite element modeling
|
Roy, Krishanu |
|
|
36 |
C |
p. 1080-1096 |
artikel |
22 |
Enhancing fatigue resistance of rib-to-floorbeam welded connections in orthotropic steel bridge decks by using UHPC layer: An experimental study
|
Abdelbaset, Hesham |
|
|
36 |
C |
p. 153-167 |
artikel |
23 |
Evolution of the yield penetration and bond stress in RC exterior beam-column joints under cyclic loading
|
Gao, Xiangling |
|
|
36 |
C |
p. 703-718 |
artikel |
24 |
Experimental and analytical investigation on the confinement behavior of low strength concrete under axial compression
|
Ali, Mujahid |
|
|
36 |
C |
p. 303-313 |
artikel |
25 |
Experimental and numerical study on the performance of new prefabricated connections for free-form grid structures
|
Quan, Guan |
|
|
36 |
C |
p. 1050-1067 |
artikel |
26 |
Experimental and statistical dry-fracture assessment of the CFRP-concrete interface bond
|
Boyajian, David |
|
|
36 |
C |
p. 580-588 |
artikel |
27 |
Experimental investigation of strength, drying shrinkage, freeze and thaw and fire attack properties of concrete mixes with beverage glass waste as fine aggregate
|
Bisht, Kunal |
|
|
36 |
C |
p. 358-371 |
artikel |
28 |
Experimental studies of the seismic behavior of EKBFs subjected to lateral loading
|
Alirezaei, Mehdi |
|
|
36 |
C |
p. 511-520 |
artikel |
29 |
Experimental study of collapse behavior of single-layer cylinder shells with infilled walls
|
Nie, Gui-bo |
|
|
36 |
C |
p. 793-804 |
artikel |
30 |
Experimental study on torsional behavior of thin- and thick-walled RC box-girders using BFRP bars and steel stirrups under combined torsion-shear-moment
|
MohamedSalih, Mariwan Mirhaj |
|
|
36 |
C |
p. 549-564 |
artikel |
31 |
Failure analysis of ductile iron crankshaft in compact pickup truck diesel engine
|
Aliakbari, Karim |
|
|
36 |
C |
p. 482-492 |
artikel |
32 |
Failure pattern and load distribution mechanism of stiffeners in the tube–gusset plate connection: Testing, numerical modelling and theoretical analysis
|
Qu, Songzhao |
|
|
36 |
C |
p. 951-978 |
artikel |
33 |
Fatigue reliability assessment of the new design of rear suspension system of the JCU motorsport car
|
Smith, Calvin |
|
|
36 |
C |
p. 473-481 |
artikel |
34 |
Flexural behavior of concrete-filled rectangular steel tubular (CFRST) trusses
|
Ma, Yinping |
|
|
36 |
C |
p. 32-49 |
artikel |
35 |
Geometry control of special-shaped arch pylon considering seasonal temperature changes during construction
|
Wang, Zhangming |
|
|
36 |
C |
p. 416-427 |
artikel |
36 |
Hysteresis behavior of precast concrete composite shear walls with improved vertical connections
|
Jiang, Jiafei |
|
|
36 |
C |
p. 533-548 |
artikel |
37 |
Impact response and endurance of unreinforced masonry walls strengthened with cement-based composites
|
Leblouba, Moussa |
|
|
36 |
C |
p. 262-279 |
artikel |
38 |
Improved tensile membrane action model of composite slabs at elevated temperatures
|
Qi, Hong-hui |
|
|
36 |
C |
p. 13-31 |
artikel |
39 |
Improving ductility behavior of sway-special exterior beam-column joint using ultra-high performance fiber-reinforced concrete
|
Abusafaqa, Fayez R. |
|
|
36 |
C |
p. 979-996 |
artikel |
40 |
Initial damage and residual behavior of RC beam-slab structures following sudden column removal - numerical study
|
Qian, Kai |
|
|
36 |
C |
p. 650-664 |
artikel |
41 |
Investigating the effect of steel fiber content on bond behavior between externally bonded CFRP-to-concrete joints
|
Mensah, Comfort |
|
|
36 |
C |
p. 565-579 |
artikel |
42 |
Machine learning applications for assessment of dynamic progressive collapse of steel moment frames
|
Zhu, Yan Fei |
|
|
36 |
C |
p. 927-934 |
artikel |
43 |
Machine learning models for predicting maximum displacement of triple pendulum isolation systems
|
Nguyen, Nam V. |
|
|
36 |
C |
p. 404-415 |
artikel |
44 |
Mechanical behavior of a novel steel–concrete joint in concrete-composited hybrid continuous bridges
|
Xu, Chen |
|
|
36 |
C |
p. 291-302 |
artikel |
45 |
Modified bistable modules for bias deployable structures
|
Freire-Tellado, M.J. |
|
|
36 |
C |
p. 111-125 |
artikel |
46 |
Multi-objective optimal design of SC-BRB for structures subjected to different near-fault earthquake pulses
|
Hashemi, Seyede Vahide |
|
|
36 |
C |
p. 1021-1031 |
artikel |
47 |
Numerical evaluation of the retrofit effectiveness for polyurea-woven glass fiber mesh composite retrofitted RC slab subjected to blast loading
|
Liao, Yu |
|
|
36 |
C |
p. 215-232 |
artikel |
48 |
Numerical study on behavior of eccentrically loaded concrete-filled bimetallic tubes
|
Ye, Yong |
|
|
36 |
C |
p. 935-950 |
artikel |
49 |
On the deviation of mean pressure coefficients in wind loading standards for a low-rise, gable-roofed building with boundary walls
|
Meddage, D.P.P. |
|
|
36 |
C |
p. 50-64 |
artikel |
50 |
Optimization of continuous drive friction welding process for AA6061-T6 circular pipe and conical head
|
Yang, Dabin |
|
|
36 |
C |
p. 1068-1079 |
artikel |
51 |
Practical Application of Crumb Rubber Concrete in Residential Slabs
|
Youssf, Osama |
|
|
36 |
C |
p. 837-853 |
artikel |
52 |
Proposed time-dependent approach to seismic loss evaluation through the life cycle of a structure
|
Khalilian, Marzieh |
|
|
36 |
C |
p. 280-290 |
artikel |
53 |
Punching shear strength of RC column footings considering soil–footing friction
|
Truong, Gia Toai |
|
|
36 |
C |
p. 314-329 |
artikel |
54 |
Seismic assessment of metallic neo-gothic church: Deterioration and safety of early structural design
|
Vlachakis, Georgios |
|
|
36 |
C |
p. 330-343 |
artikel |
55 |
Seismic behaviour of seawater coral aggregate concrete columns reinforced with epoxy-coated bars
|
Huang, Yijie |
|
|
36 |
C |
p. 822-836 |
artikel |
56 |
Seismic performance evaluation of a vertical pipe connected with rigid groove joints using a system and a component
|
Kim, Sung-Wan |
|
|
36 |
C |
p. 691-702 |
artikel |
57 |
Seismic performance of buildings supported by a shallow doubly-curved shell raft foundation
|
Sabermahany, Hadi |
|
|
36 |
C |
p. 619-634 |
artikel |
58 |
Seismic performance of PVA textile cementitious composites used as permanent formwork in full-scale circular RC columns
|
Daskiran, Mehmet Mustafa |
|
|
36 |
C |
p. 445-462 |
artikel |
59 |
Seismic pounding mitigation of asymmetric-plan buildings by using viscoelastic links
|
Ahmadi Taleshian, Hamed |
|
|
36 |
C |
p. 189-214 |
artikel |
60 |
Seismic response of horizontally curved bridges in combination with skewed abutments
|
Gupta, Tanmay |
|
|
36 |
C |
p. 864-878 |
artikel |
61 |
Shear connection of prefabricated ultra-lightweight concrete slab systems (PUSSTM)
|
Ahmed, Inas Mahmood |
|
|
36 |
C |
p. 65-97 |
artikel |
62 |
Strut-and-tie and finite element modelling of unsymmetrically-loaded deep beams
|
Fan, Shengxin |
|
|
36 |
C |
p. 805-821 |
artikel |
63 |
The axial compressive experiment and analytical model for FRP-confined gangue aggregate concrete
|
Wang, Jian |
|
|
36 |
C |
p. 98-110 |
artikel |
64 |
The effects of modeling uncertainties on the residual drift of steel structures under mainshock-aftershock sequences
|
Ch. Basim, Mohammad |
|
|
36 |
C |
p. 912-926 |
artikel |
65 |
The influence of opposite-side high temperature on the frozen behavior of containment concrete under single-side salt freeze-thaw method
|
Du, Ting |
|
|
36 |
C |
p. 854-863 |
artikel |
66 |
Theoretical evaluation of the equivalent torsional rigidity of a unique GFRP-metal box-truss composite girder
|
Zhang, Dongdong |
|
|
36 |
C |
p. 781-792 |
artikel |
67 |
The RC samples with infill walls strengthened with steel truss wires
|
Kamil Akin, S. |
|
|
36 |
C |
p. 248-261 |
artikel |
68 |
The Seismic Performance Analysis of Semi-rigid Spatial Steel Frames Based on Moment-Rotation Curves of End-plate Connection
|
Lu, Shengcan |
|
|
36 |
C |
p. 1032-1049 |
artikel |
69 |
Three-dimensional modelling of composite frames with ductile connections in fire
|
Liu, Yu |
|
|
36 |
C |
p. 665-677 |
artikel |
70 |
Uncoupled multivariate power models for estimating performance-based seismic damage states of column curvature ductility
|
Zhong, Jian |
|
|
36 |
C |
p. 752-764 |
artikel |
71 |
Wind-induced fatigue analysis of high-rise guyed lattice steel towers
|
Ribeiro, D. |
|
|
36 |
C |
p. 719-734 |
artikel |