| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
Analytical and numerical evaluation of quarter-elliptic-braced steel moment frames (QEB-MFs)
|
Fanaie, Nader
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49 |
C |
p. 426-442
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artikel
|
| 2 |
A novel method and modelling technique for determining the initial geometric imperfection of steel members using 3D scanning
|
Xu, Dongdong
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49 |
C |
p. 855-874
|
artikel
|
| 3 |
A prototype low-carbon segmented concrete shell building floor system
|
Oval, Robin
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49 |
C |
p. 124-138
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artikel
|
| 4 |
A simplified analytical approach for assessing non-linear in plane seismic response of stick-built glass curtain walls
|
Caterino, Nicola
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49 |
C |
p. 281-294
|
artikel
|
| 5 |
Assessing the impact of eccentricity, slabs, and transverse beams on the behavior of reinforced concrete beam-column joints
|
Choi, Myeong-Ho
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|
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49 |
C |
p. 212-222
|
artikel
|
| 6 |
BIM-based steel reinforcing bar detail construction design and picking optimization
|
Lien, Li-Chuan
|
|
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49 |
C |
p. 520-536
|
artikel
|
| 7 |
Bonding of steel bars in concrete: A systematic review of the literature
|
Reis, E.D.
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49 |
C |
p. 508-519
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artikel
|
| 8 |
Bond strength of the interface between concrete substrate and overlay concrete containing fly ash exposed to high temperature
|
Behforouz, Babak
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49 |
C |
p. 183-197
|
artikel
|
| 9 |
Chaotic enhanced teaching-based differential evolution algorithm applied to discrete truss optimization
|
Tang, Huy
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|
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49 |
C |
p. 730-747
|
artikel
|
| 10 |
Classification system for inter-modular connections in non-sway corner-supported steel modular buildings
|
Farajian, M.
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49 |
C |
p. 807-825
|
artikel
|
| 11 |
Comparative study on seismic performance of concrete-filled double skin tubular piers and hollow concrete piers: Experimental and analytical
|
Li, Zhong-Xian
|
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49 |
C |
p. 1078-1092
|
artikel
|
| 12 |
Comparison of empirical structural vulnerability rapid prediction models considering typical earthquakes
|
Li, Si-Qi
|
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49 |
C |
p. 377-401
|
artikel
|
| 13 |
Compressive and tensile behavior of AA2014-T6 under different strain rates and different temperatures
|
Pandouria, Anoop Kumar
|
|
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49 |
C |
p. 12-25
|
artikel
|
| 14 |
Continuous crack detection using the combination of dynamic mode decomposition and connected component-based filtering method
|
Cao, Jixing
|
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49 |
C |
p. 640-654
|
artikel
|
| 15 |
Corner-column failure scenarios in building structures: Current knowledge and future prospects
|
Makoond, Nirvan
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|
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49 |
C |
p. 958-982
|
artikel
|
| 16 |
Cyclic test and lateral resistant design of corrugated plate shear walls
|
Xie, Cheng
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|
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49 |
C |
p. 748-764
|
artikel
|
| 17 |
Deformation limits of corroded reinforced concrete columns
|
Liu, Xiaojuan
|
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49 |
C |
p. 903-917
|
artikel
|
| 18 |
Design method for glulam beams strengthened with flax fiber reinforced polymer sheets
|
Di, Jing
|
|
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49 |
C |
p. 26-43
|
artikel
|
| 19 |
Determination of piers shear capacity using numerical analysis and machine learning for generalization to masonry large scale walls
|
Li, Hongbo
|
|
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49 |
C |
p. 443-466
|
artikel
|
| 20 |
Determination of the change in the structural performance of an RC building due to a nearby deep excavation
|
Mangir, Atakan
|
|
|
49 |
C |
p. 792-806
|
artikel
|
| 21 |
Digital design and manufacturing of spherical joint base on multi-objective topology optimization and 3D printing
|
Xin, Q.C.
|
|
|
49 |
C |
p. 479-491
|
artikel
|
| 22 |
Durability, mechanical properties and rebar corrosion of slag-based cement concrete modified with graphene oxide
|
Rezakhani, D.
|
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49 |
C |
p. 678-697
|
artikel
|
| 23 |
Dynamic analysis of masonry arches using Maxwell damping
|
Lemos, José V.
|
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49 |
C |
p. 583-592
|
artikel
|
| 24 |
Dynamic behaviors and equivalent static force of double-column pier under horizontal impact
|
Heng, Kai
|
|
|
49 |
C |
p. 1093-1111
|
artikel
|
| 25 |
Evaluating the bushfire resistance of a safe room using full-scale experiments
|
Hendawitharana, Sahani
|
|
|
49 |
C |
p. 995-1015
|
artikel
|
| 26 |
Experimental and analytical study on the mechanical properties of U-shaped steel-encased composite beams
|
Zhao, Ji-Zhi
|
|
|
49 |
C |
p. 593-604
|
artikel
|
| 27 |
Experimental and numerical investigation of flexural behavior of RC beams retrofitted with reinforced UHPFRC layer in tension surface
|
Ahmed, Sayed
|
|
|
49 |
C |
p. 106-123
|
artikel
|
| 28 |
Experimental and numerical investigation of punching behavior of two-way RC slab with different opening locations and sizes strengthened with CFRP strip
|
Türer, Abdullah
|
|
|
49 |
C |
p. 918-942
|
artikel
|
| 29 |
Experimental and theoretical study on seismic behavior of slab-wall joints in a new large-span slab-shear wall structural system
|
Liu, Ru-Rui
|
|
|
49 |
C |
p. 1112-1129
|
artikel
|
| 30 |
Experimental investigation and load-deformation analysis of reinforced concrete bridge columns under various loading cycles
|
Zhu, Jichao
|
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49 |
C |
p. 570-582
|
artikel
|
| 31 |
Experimental investigation of the quantified influence of gypsum plasterboard joints on the fire performance of cold-formed steel walls
|
Liu, Kang
|
|
|
49 |
C |
p. 312-331
|
artikel
|
| 32 |
Experimental investigation on the behavior of grouted restrained anchor connections for cluster-reinforced precast concrete columns
|
Li, Jiaxu
|
|
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49 |
C |
p. 1168-1181
|
artikel
|
| 33 |
Experimental research on mechanical behavior and strengthening technologies of joints in hollow-core slab bridge
|
Chen, Ji-hao
|
|
|
49 |
C |
p. 223-239
|
artikel
|
| 34 |
Experimental studies of timber to cold-formed steel connections with self-drilling screws
|
Ng, Adeline Ling Ying
|
|
|
49 |
C |
p. 492-507
|
artikel
|
| 35 |
Experimental study and numerical simulation of precast segmental bridge column with a central RC tenon
|
Deng, Yulin
|
|
|
49 |
C |
p. 842-854
|
artikel
|
| 36 |
Experimental study on flexural behavior of BTRM reinforced with hybrid combinations of short fibers and pre-stressing
|
Liu, Sai
|
|
|
49 |
C |
p. 1016-1027
|
artikel
|
| 37 |
Experimental study on frictional behavior of different structural materials
|
Qin, Ying
|
|
|
49 |
C |
p. 557-569
|
artikel
|
| 38 |
Experimental study on Glass Fibre Reinforced Gypsum-Reinforced concrete floor slab systems
|
Paul, Shinto
|
|
|
49 |
C |
p. 415-425
|
artikel
|
| 39 |
Experimental study on temperature field and effect of standing seam stainless steel roof system with different structures forms
|
Wang, Mingming
|
|
|
49 |
C |
p. 198-211
|
artikel
|
| 40 |
Experimental study on the effects of external strengthening and elevated temperature on the shear behavior of ultra-high-performance fiber-reinforced concrete deep beams
|
Abadel, Aref A.
|
|
|
49 |
C |
p. 943-957
|
artikel
|
| 41 |
FEA of in-plane compression of aluminum alloy honeycomb panels
|
He, Ruohuan
|
|
|
49 |
C |
p. 267-280
|
artikel
|
| 42 |
Flexural behaviour of geopolymer concrete T-Beams reinforced with GFRP bars
|
Hasan, Mohamad A
|
|
|
49 |
C |
p. 345-364
|
artikel
|
| 43 |
Fluid storage tanks: A review on dynamic behaviour modelling, seismic energy-dissipating devices, structural control, and structural health monitoring techniques
|
Hosseini, Seyed Ehsan Aghakouchaki
|
|
|
49 |
C |
p. 537-556
|
artikel
|
| 44 |
Fragility estimate of railway bridges due to concrete fatigue
|
Aloisio, Angelo
|
|
|
49 |
C |
p. 70-87
|
artikel
|
| 45 |
Generalized cyclic bond-slip model of rebar embedded in concrete under lateral pressure: Parameter calibration and numerical implementation
|
Zhang, Xue
|
|
|
49 |
C |
p. 402-414
|
artikel
|
| 46 |
Improved-GEP-based models for predicting distortion control indices of curved composite box girders
|
Zhu, Ying-Jie
|
|
|
49 |
C |
p. 698-715
|
artikel
|
| 47 |
Lateral behaviour of masonry walls with different types of brick bonds, aspect ratio and strengthening measures by polypropylene bands and wire mesh
|
Debnath, Pranoy
|
|
|
49 |
C |
p. 623-639
|
artikel
|
| 48 |
Mechanical properties of short concrete columns reinforced with carbon fiber reinforced composite strips and concrete canvas under axial compression based on acoustic emission
|
Wang, Jun
|
|
|
49 |
C |
p. 365-376
|
artikel
|
| 49 |
Microcrack inspection in a functionally graded plate structure using nonlinear guided waves
|
Aslam, Mohammed
|
|
|
49 |
C |
p. 666-677
|
artikel
|
| 50 |
Multi-objective optimization of double-walled steel cofferdams based on response surface methodology and particle swarm optimization algorithm
|
Shao, Junhu
|
|
|
49 |
C |
p. 256-266
|
artikel
|
| 51 |
Nonlinear analysis of planar, H-shaped and U-shaped thin reinforced concrete shear walls
|
de Barros Silva, Jordlly Reydson
|
|
|
49 |
C |
p. 295-311
|
artikel
|
| 52 |
Nonlinear fluid-induced vibro-impact analysis on the fatigue failure pattern of a large-scale trashrack with a reduced-order model
|
Xue, Bing
|
|
|
49 |
C |
p. 467-478
|
artikel
|
| 53 |
Nonlinear static analysis of extreme structural behavior: Overcoming convergence issues via an unconditionally stable explicit dynamic approach
|
Xie, Si-Cong
|
|
|
49 |
C |
p. 58-69
|
artikel
|
| 54 |
Numerical assessment of punching shear strength of eccentrically loaded footings with nonconventional shear reinforcement
|
El-Naqeeb, Mohamed H.
|
|
|
49 |
C |
p. 716-729
|
artikel
|
| 55 |
On 3D exact free torsional-bending vibration and buckling of biaxially loaded isotropic and anisotropic Timoshenko beams with complex cross-section
|
Gohery, Scott
|
|
|
49 |
C |
p. 1044-1077
|
artikel
|
| 56 |
Optimum weight design of steel truss roof systems considering corrosion effect
|
Yaren Aydoğdu, Afranur
|
|
|
49 |
C |
p. 88-105
|
artikel
|
| 57 |
Parametric study on lateral behaviour of composite shear walls with high-strength manufactured sand concrete
|
Guan, Minsheng
|
|
|
49 |
C |
p. 332-344
|
artikel
|
| 58 |
Physics-informed neural networks for nonlinear bending of 3D functionally graded beam
|
Bazmara, Maziyar
|
|
|
49 |
C |
p. 152-162
|
artikel
|
| 59 |
Progressive collapse assessment of reinforced concrete (RC) buildings with high-performance fiber-reinforced cementitious composites (HPFRCC)
|
Mirzahosseini, Hamid
|
|
|
49 |
C |
p. 139-151
|
artikel
|
| 60 |
Punching shear code provisions examination against the creation of an opening in existed RC flat slab of various sizes and locations
|
Al-Rousan, Rajai Z.
|
|
|
49 |
C |
p. 875-888
|
artikel
|
| 61 |
Rubberised concrete confined with thin-walled steel profiles; a ductile composite for building structures
|
Jafarifar, Naeimeh
|
|
|
49 |
C |
p. 983-994
|
artikel
|
| 62 |
Seismic assessment of chevron braced frames with differently designed beams
|
Li, Hongwei
|
|
|
49 |
C |
p. 1028-1043
|
artikel
|
| 63 |
Seismic behavior of steel-plate encased concrete shear wall with paralleled circular CFST columns: Laboratory test and numerical simulation
|
Guo, Dawen
|
|
|
49 |
C |
p. 240-255
|
artikel
|
| 64 |
Seismic design and performance analysis of bridge bents retrofitted with multistage buckling-restrained braces
|
Shi, Yan
|
|
|
49 |
C |
p. 779-791
|
artikel
|
| 65 |
Seismic evaluation of vertically irregular RC frames subjected to mainshock-aftershock sequences of near-fault and far-fault ground motions
|
Kosarzadeh, Hanieh
|
|
|
49 |
C |
p. 1130-1156
|
artikel
|
| 66 |
Seismic performance of a clutched inerter for structures with curved surface sliders
|
Jangid, R.S.
|
|
|
49 |
C |
p. 44-57
|
artikel
|
| 67 |
Seismic vulnerability assessment through global-and local-scale analyses for a historic masonry building constructed in 1896
|
Uzdil, Oguz
|
|
|
49 |
C |
p. 163-182
|
artikel
|
| 68 |
Simplified form-finding for tensegrity structures through reference joints of symmetry orbits
|
Fan, Linzi
|
|
|
49 |
C |
p. 1157-1167
|
artikel
|
| 69 |
Strain regime induced by axial compression in slender reinforced concrete columns using different mathematical approaches
|
Magalhães, Kaique Moreira Matos
|
|
|
49 |
C |
p. 655-665
|
artikel
|
| 70 |
Study on the bond properties between steel bar and fiber reinforced concrete after high temperatures
|
Li, Xiaodong
|
|
|
49 |
C |
p. 889-902
|
artikel
|
| 71 |
The influence of ground motion duration on the energy based assessment of buildings with infill walls
|
Balun, Bilal
|
|
|
49 |
C |
p. 765-778
|
artikel
|
| 72 |
The quasi-static test of hollow prefabricated circular pier with high-strength reinforcement and calculation method for plastic hinge length
|
Fu, Tao
|
|
|
49 |
C |
p. 605-622
|
artikel
|
| 73 |
Utilization of millet husk ash as a supplementary cementitious material in eco-friendly concrete: RSM modelling and optimization
|
Bheel, Naraindas
|
|
|
49 |
C |
p. 826-841
|
artikel
|
| 74 |
Vibration characteristics of arbitrary thick sandwich beam with metal foam core resting on elastic medium
|
Xin, Liwei
|
|
|
49 |
C |
p. 1-11
|
artikel
|
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