| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A comparison of machine learning- and regression-based models for predicting ductility ratio of RC beam-column joints
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Dabiri, Hamed
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37 |
C |
p. 69-81
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artikel
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| 2 |
An experimental study of compressive toughness of Steel–Polypropylene hybrid Fibre-Reinforced concrete
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Alwesabi, Emad A.H.
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37 |
C |
p. 379-388
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artikel
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| 3 |
A novel real-time modal analysis method for operational time-varying structural systems based on short-time extension of multivariate VMD
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Liu, Shuaishuai
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37 |
C |
p. 389-402
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artikel
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| 4 |
Approximate seismic performance of full and partial self-centering systems based on spectral analysis of SDOF systems
|
Zhang, Ruibin
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37 |
C |
p. 1080-1097
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artikel
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| 5 |
A rational formula to predict punching shear capacity at interior columns connections with RC flat slabs reinforced with either steel or FRP bars but without shear reinforcement
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Alrudaini, Thaer M. Saeed
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37 |
C |
p. 56-68
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artikel
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| 6 |
A review of current practice for testing by analysis of cold-formed steel structures
|
Koh, Hyeyoung
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37 |
C |
p. 871-880
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artikel
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| 7 |
Behavior of eccentrically loaded circular tubed steel-reinforced concrete short columns using high-strength concrete
|
Wang, Xuanding
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37 |
C |
p. 32-43
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artikel
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| 8 |
Behavior of reinforced concrete tapered beams
|
Al-Ahmed, Ali Hussein Ali
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37 |
C |
p. 1098-1118
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artikel
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| 9 |
Bond behaviour of stainless-clad bimetallic rebar in concrete
|
Ban, Huiyong
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37 |
C |
p. 1069-1079
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artikel
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| 10 |
Causes and control to lateral displacement of the main girder in the super-long-span cable-stayed bridge with transverse asymmetry dead load
|
Zhang, Jinxiang
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37 |
C |
p. 168-184
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artikel
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| 11 |
Correction of shear lag warping function of steel bottom – Corrugated steel web box girder
|
Gong, Baojia
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37 |
C |
p. 227-241
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artikel
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| 12 |
Cyclic behavior of interior RC beam-column joints strengthened with NSM-CFRP ropes
|
Obaidat, Yasmeen Taleb
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37 |
C |
p. 735-744
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artikel
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| 13 |
3D design of steel structures with considering nonlinear base shear distribution and seismic energy
|
Ghamari, Masoud
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37 |
C |
p. 82-94
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artikel
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| 14 |
Deformation analysis of flexural PVA fiber-reinforced RAC slabs
|
Yu, Feng
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37 |
C |
p. 661-670
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artikel
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| 15 |
Design method of flexural capacity of BFRP bar reinforced ecological high ductility cementitious composites beam
|
Chai, Li-Juan
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37 |
C |
p. 919-932
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artikel
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| 16 |
Development of Elastomeric Rubber Bearing Utilizing Core-and-Filler System
|
Tan, Kar Chun
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37 |
C |
p. 125-139
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artikel
|
| 17 |
Development of fibre-reinforced concrete mix for manufacturing non-prestressed concrete sleepers
|
Shakeri, Ashkan
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37 |
C |
p. 588-599
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artikel
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| 18 |
Dynamic and static interfacial bonding properties of CFRP–concrete subjected to freeze–thaw cycles
|
Zhang, Zhen-wen
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37 |
C |
p. 947-959
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artikel
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| 19 |
Effective medium crack classification on laboratory concrete specimens via competitive machine learning
|
Guzmán-Torres, José A.
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37 |
C |
p. 858-870
|
artikel
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| 20 |
Effect of cable corrosion on nonlinear elastic stability of girder in Cable-Stayed bridges with floating systems
|
Lu, Wengao
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37 |
C |
p. 893-904
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artikel
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| 21 |
Effect of reinforcement type on the behavior of rectangular HSC box-girders under combined torsion-shear-flexure: An experimental study
|
MohamedSalih, Mariwan Mirhaj
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37 |
C |
p. 536-550
|
artikel
|
| 22 |
Effect of the asymmetry level on collapse margin of torsionally stiff single-story buildings based on FEMA P695 methodology
|
Makhdoom, Omid
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37 |
C |
p. 1042-1052
|
artikel
|
| 23 |
Effects of temperature, analysis and modelling uncertainties on the reliability of base-isolated bridges in Eastern Canada
|
Nassar, Mohamad
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37 |
C |
p. 295-304
|
artikel
|
| 24 |
Enhancement of structural seismic performance of low-rise buildings using displacement-dependent tuned mass damper
|
Lee, Bo-Han
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37 |
C |
p. 1119-1128
|
artikel
|
| 25 |
Evaluation of geometrical notch and quality effects in the fatigue strength assessment of ultra-high-strength steel cut edges
|
Lipiäinen, Kalle
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37 |
C |
p. 881-892
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artikel
|
| 26 |
Experimental and calculation analysis on performance of pre-stressed SRC frames with two slopes subjected to cyclic loads
|
Shenggang, Chen
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37 |
C |
p. 709-722
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artikel
|
| 27 |
Experimental and numerical analysis of vibration-based hybrid energy harvesting from non-classical beam structures
|
Bolat, Fevzi Cakmak
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37 |
C |
p. 504-513
|
artikel
|
| 28 |
Experimental and numerical investigations to evaluate the structural integrity of concrete beams exposed to an aggressive coastal environment
|
Jarek, A.
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37 |
C |
p. 795-806
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artikel
|
| 29 |
Experimental and numerical studies on structural response of steel garage subjected to vehicular collision
|
Zhou, Xuhong
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37 |
C |
p. 933-946
|
artikel
|
| 30 |
Experimental and numerical study on reinforced concrete beam-column joints with diagonal bars: Effects of bonding condition and diameter
|
Shen, Xinyu
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37 |
C |
p. 905-918
|
artikel
|
| 31 |
Experimental study and analysis on seismic performance of special-shaped steel reinforced concrete column frame
|
Hui, Cun
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37 |
C |
p. 353-363
|
artikel
|
| 32 |
Experimental study on one-way arching masonry specimens under monotonic and cyclic loads
|
Edri, Idan E.
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37 |
C |
p. 1142-1156
|
artikel
|
| 33 |
Experimental study on seismic performance of replaceable exposed-type column bases
|
Cui, Yao
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37 |
C |
p. 551-560
|
artikel
|
| 34 |
Failure modes of reinforced concrete walls under cyclic loading: Experimental study and prediction method
|
Ni, Xiangyong
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37 |
C |
p. 1019-1032
|
artikel
|
| 35 |
Finite element modeling of UHPC slabs with dovetail joints and steel wire mesh using an innovative interfacial treating method
|
Du, Linpu
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37 |
C |
p. 745-755
|
artikel
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| 36 |
Flexural behavior of reinforced concrete beams made of normal and polypropylene fiber-reinforced concrete containing date palm leaf ash
|
Yousefi, Mehdi
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37 |
C |
p. 1053-1068
|
artikel
|
| 37 |
Floor response spectra analysis of a nuclear reactor considering uncertainties in soil parameters
|
Liu, Yicheng
|
|
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37 |
C |
p. 305-317
|
artikel
|
| 38 |
Fracture analysis of single edge notched specimen using phase field approach
|
Khandelwal, N.
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37 |
C |
p. 756-771
|
artikel
|
| 39 |
Gene expression model to estimate the overstrength ratio of short links
|
Almasabha, Ghassan
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37 |
C |
p. 528-535
|
artikel
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| 40 |
Indirect assessment of concrete resistance from FE model updating and Young’s modulus estimation of a multi-span PSC viaduct: Experimental tests and validation
|
Aloisio, Angelo
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37 |
C |
p. 686-697
|
artikel
|
| 41 |
Influence of concrete strength and aggregate size on the size effect of shear capacity of RC beam-column joints under monotonic loading: Mesoscale numerical tests
|
Jin, Liu
|
|
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37 |
C |
p. 671-685
|
artikel
|
| 42 |
Investigation on the efficiency of deep liquid tanks in controlling dynamic response of high-rise buildings: A computational framework
|
Das, Anupam
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37 |
C |
p. 1129-1141
|
artikel
|
| 43 |
Kinematic response of single vertical and batter piles to bidirectional ground motions in liquefiable soil
|
Rajeswari, J.S.
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37 |
C |
p. 203-216
|
artikel
|
| 44 |
Load-bearing capacity of wood polyvinyl chloride composite log-walls with openings strengthened with steel flat bars via experimental and numerical studies
|
Eakintumas, Warawit
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37 |
C |
p. 242-254
|
artikel
|
| 45 |
Methodologies for the fatigue assessment of corroded wire ropes: A state-of-the-art review
|
Milone, Aldo
|
|
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37 |
C |
p. 787-794
|
artikel
|
| 46 |
Mitigation of wind induced accelerations in tall modular buildings
|
Hickey, John
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|
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37 |
C |
p. 576-587
|
artikel
|
| 47 |
Model-calibration-free damage identification of shear structures by measurement changes correction and sparse regularization
|
Tan, Yingxuan
|
|
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37 |
C |
p. 255-266
|
artikel
|
| 48 |
Neural network prediction of joint shear strength of exterior beam-column joint
|
Alagundi, Shreyas
|
|
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37 |
C |
p. 1002-1018
|
artikel
|
| 49 |
Numerical investigation on circular concrete-filled double skin steel tube columns under torsion
|
Lu, Guo-Bing
|
|
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37 |
C |
p. 17-31
|
artikel
|
| 50 |
Operational modal analysis and finite element model updating of a 230 m tall tower
|
Avci, Onur
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|
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37 |
C |
p. 154-167
|
artikel
|
| 51 |
Optimal distribution of friction dampers to improve the seismic performance of steel moment resisting frames
|
Moghaddam, Hassan
|
|
|
37 |
C |
p. 624-644
|
artikel
|
| 52 |
Optimal intensity measure selection and probabilistic seismic demand models for dam-reservoir-layered foundation system
|
Tidke, Aniket R.
|
|
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37 |
C |
p. 318-337
|
artikel
|
| 53 |
Optimization-driven conceptual design of truss structures in a parametric modelling environment
|
He, Linwei
|
|
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37 |
C |
p. 469-482
|
artikel
|
| 54 |
Parametric dynamic analysis of a double-hanger system via rigid cross-ties in suspension bridges
|
Zhang, Lifeng
|
|
|
37 |
C |
p. 849-857
|
artikel
|
| 55 |
Performance of a historical cantilever reinforced concrete bridge with half-joint degradation
|
Granata, Michele Fabio
|
|
|
37 |
C |
p. 561-575
|
artikel
|
| 56 |
Performance of an underground structure seismic mitigation system improved by frictional deformation absorbing braces
|
Ma, Chao
|
|
|
37 |
C |
p. 1-16
|
artikel
|
| 57 |
Precast RC structures’ progressive collapse resistance: Current knowledge and future requirements
|
Alshaikh, Ibrahim M.H.
|
|
|
37 |
C |
p. 338-352
|
artikel
|
| 58 |
Prefabricated prestressed variable truss to strengthen RC beams based on the concept of geometrically unstable system
|
Wang, Lei
|
|
|
37 |
C |
p. 217-226
|
artikel
|
| 59 |
Protection of steel tube against corrosion using self-prestressing UHPC prepared with expansive agent and steel fibers
|
Khan, M.
|
|
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37 |
C |
p. 95-108
|
artikel
|
| 60 |
Quantification of non-uniform mechanical interlock and rotation in modelling bond-slip between strand and concrete
|
Wang, Lei
|
|
|
37 |
C |
p. 403-410
|
artikel
|
| 61 |
Recycling of bone china ceramic waste as cement replacement to produce sustainable self-compacting concrete
|
Gautam, Lilesh
|
|
|
37 |
C |
p. 364-378
|
artikel
|
| 62 |
Reliability assessment and sensitivity analysis of vehicle impacted reinforced concrete circular bridge piers
|
Roy, Suman
|
|
|
37 |
C |
p. 600-612
|
artikel
|
| 63 |
Research on the comprehensive evaluating index of seismic performance of underground large-scale frame structures
|
Qiu, Dapeng
|
|
|
37 |
C |
p. 645-660
|
artikel
|
| 64 |
Role of numerical modelling choices on the structural response of onshore wind turbine shallow foundations
|
Martinelli, Paolo
|
|
|
37 |
C |
p. 442-458
|
artikel
|
| 65 |
Seismic behavior of LRB and FPS type isolators considering torsional effects
|
Ozer, Esra
|
|
|
37 |
C |
p. 267-283
|
artikel
|
| 66 |
Seismic behavior of prefabricated steel reinforced concrete shear walls with new type connection mode
|
Fu, Yanqing
|
|
|
37 |
C |
p. 483-503
|
artikel
|
| 67 |
Seismic behavior of single plate shear connection between steel-concrete composite beam and RC column
|
Zhang, Jing
|
|
|
37 |
C |
p. 833-848
|
artikel
|
| 68 |
Seismic damage and evaluation analysis of joints in enhanced-performance recycled aggregate concrete frame
|
Fan, Yujiang
|
|
|
37 |
C |
p. 1157-1164
|
artikel
|
| 69 |
Seismic fragility analysis of RC bridges in high seismic regions under horizontal and simultaneous horizontal and vertical excitations
|
Thapa, Sunil
|
|
|
37 |
C |
p. 284-294
|
artikel
|
| 70 |
Seismic fragility and post-earthquake reparability of concrete frame with low-bond high-strength reinforced concrete column
|
Wang, J.H.
|
|
|
37 |
C |
p. 185-202
|
artikel
|
| 71 |
Seismic performance evaluation of recycled aggregate concrete-filled steel tubular columns with field strain detected via a novel mark-free vision method
|
Tang, Yunchao
|
|
|
37 |
C |
p. 426-441
|
artikel
|
| 72 |
Seismic reliability evaluation of steel gabled frames consisting of web-tapered members using joint analysis of hazard and fragility
|
Malekizadeh, Mohammad
|
|
|
37 |
C |
p. 459-468
|
artikel
|
| 73 |
Seismic response of a tall tower on deep soil – A case study
|
Adhikary, Shrabony
|
|
|
37 |
C |
p. 1183-1199
|
artikel
|
| 74 |
Shaking table tests on a small-scale steel cylindrical silo model in different filling conditions
|
Jing, Hang
|
|
|
37 |
C |
p. 698-708
|
artikel
|
| 75 |
Shape memory alloys (SMAs) for resilient bridges: A state-of-the-art review
|
Muntasir Billah, AHM
|
|
|
37 |
C |
p. 514-527
|
artikel
|
| 76 |
Shear behavior analysis and capacity prediction for the steel fiber reinforced concrete beam with recycled fine aggregate and recycled coarse aggregate
|
Gao, Danying
|
|
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37 |
C |
p. 44-55
|
artikel
|
| 77 |
Shear behavior of reinforced concrete beams with web opening near supports
|
Elansary, Ahmed A.
|
|
|
37 |
C |
p. 1033-1041
|
artikel
|
| 78 |
Simple approach to evaluate the influence of seismic residual displacements on post-liquefaction settlements of RC-frames
|
Grande, Ernesto
|
|
|
37 |
C |
p. 411-425
|
artikel
|
| 79 |
Stability formulations and design of buckling-restrained braces considering stiffness degradation
|
Yue, Yanchao
|
|
|
37 |
C |
p. 140-153
|
artikel
|
| 80 |
Static performance of a new type of corrugated steel-concrete composite shell under mid-span loading
|
Sun, Dawei
|
|
|
37 |
C |
p. 109-124
|
artikel
|
| 81 |
Study of seismic orientation of structure with bi-directional response analysis in the vicinity of branched fault earthquake rupture
|
Dwivedi, Adarsh
|
|
|
37 |
C |
p. 613-623
|
artikel
|
| 82 |
Study on the bond performance of bamboo-steel interface after cyclic loading
|
Li, Yushun
|
|
|
37 |
C |
p. 807-818
|
artikel
|
| 83 |
Temperatures and gradients in concrete Bridges: Experimental, finite element analysis and design
|
Abid, Sallal R.
|
|
|
37 |
C |
p. 960-976
|
artikel
|
| 84 |
Testing, numerical analysis and design of stainless steel equal-leg angle section beams
|
Behzadi-Sofiani, Behnam
|
|
|
37 |
C |
p. 977-1001
|
artikel
|
| 85 |
Tracking time-varying structural responses of in-service cable-stayed bridges with model parameter errors and concrete time-dependent effects
|
Sun, Huahuai
|
|
|
37 |
C |
p. 819-832
|
artikel
|
| 86 |
Two-dimensional analysis method of bonding stress at steel-bamboo interface
|
Li, Yushun
|
|
|
37 |
C |
p. 723-734
|
artikel
|
| 87 |
Two-stage stochastic model updating method for highway bridges based on long-gauge strain sensing
|
Chen, Shi-Zhi
|
|
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37 |
C |
p. 1165-1182
|
artikel
|
| 88 |
Withdrawal capacity and strength of self-tapping screws on cross-laminated timber
|
Dang Khai, Tran
|
|
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37 |
C |
p. 772-786
|
artikel
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