| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A deep learning-aided seismic fragility analysis method for bridges
|
Wang, Mengge
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40 |
C |
p. 1056-1064
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artikel
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| 2 |
Analysis of construction parameters of outriggers in the mega column-core tube-outrigger structure based on seismic reliability
|
Wang, Tianlong
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40 |
C |
p. 786-802
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artikel
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| 3 |
Analytical and experimental investigation of steel friction dampers and horizontal brake pads in chevron frames under cyclic loads
|
Kiadarbandsari, Saeed
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40 |
C |
p. 256-272
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artikel
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| 4 |
An analytical algorithm for deriving the lateral bending’s natural frequencies and modal shapes of a three-tower double-cable suspension bridge
|
Zhang, Wen-ming
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40 |
C |
p. 1078-1090
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artikel
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| 5 |
A new lateral load pattern for optimum design of concrete structures using the wave propagation theory
|
Khaaloo, Alireza
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40 |
C |
p. 581-595
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artikel
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| 6 |
A novel practical truss-based approach for evaluation the non-linear behavior of steel plate shear walls
|
Moradnezhad, B.
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40 |
C |
p. 370-385
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artikel
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| 7 |
A numerical study on the influence of rebar cut-off on the shear performance of RC beam by using rigid-body-spring-method
|
Fu, Li
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40 |
C |
p. 1025-1038
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artikel
|
| 8 |
A restoring force model for CFRP seismic-damaged RACFST columns: Theoretical, experimental, and simulation analysis
|
Peng, Sheng
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40 |
C |
p. 273-283
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artikel
|
| 9 |
Assessment of blasting impacts in underwater concrete berth demolition and development of a Hybrid Controlled Blasting (HCB) technique – A case study
|
Kumar Modi, Suman
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40 |
C |
p. 420-433
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artikel
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| 10 |
Characterization of site location versus the causative fault in seismic demands of structures
|
Monfaredi, Shakiba
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40 |
C |
p. 693-710
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artikel
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| 11 |
Composite connections between CFS beams and plywood panels for flooring systems: Testing and analysis
|
Karki, Dheeraj
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40 |
C |
p. 771-785
|
artikel
|
| 12 |
Composite overwrap repair of pipelines-reliability based design framework
|
Saeed, Nariman
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40 |
C |
p. 448-459
|
artikel
|
| 13 |
Coupling influences of elevated temperature and strain rate on the behaviour of 6061-T6 aluminium alloy used as construction material
|
Zhang, Hao-Ran
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40 |
C |
p. 596-606
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artikel
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| 14 |
Cracking risk analysis of face slabs in concrete face rockfill dams during the operation period
|
Liu, Yongtao
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40 |
C |
p. 621-632
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artikel
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| 15 |
Damage assessment of perforated steel beams subjected to blast loading
|
Arafa, Ibrahim T.
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40 |
C |
p. 646-658
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artikel
|
| 16 |
3D cost optimization of 3 story RC constructional building using Jaya algorithm
|
Aslay, Semi Emrah
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40 |
C |
p. 803-811
|
artikel
|
| 17 |
Design and experimental study of a replaceable steel-UHPC composite bridge deck
|
Xiao, Rucheng
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40 |
C |
p. 1107-1120
|
artikel
|
| 18 |
Design and strength reduction factors calibration of adhesive anchors embedded in thin concrete members
|
Tarawneh, Ahmad N.
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40 |
C |
p. 213-222
|
artikel
|
| 19 |
Design method of serviceability limit states of BFRP bar reinforced ecological high ductility concrete beam: Experimental and theoretical analysis
|
Chai, Li-Juan
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40 |
C |
p. 855-865
|
artikel
|
| 20 |
Development of composite cold-formed steel-rubberised concrete semi-rigid moment-resisting connections
|
Bagheri Sabbagh, Alireza
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40 |
C |
p. 866-879
|
artikel
|
| 21 |
Dynamic and buckling response modelling of functionally graded graphene oxide powder(GOP) reinforced cylindrical panels : Influence of GOP grading and non-uniformly, partially distributed edge loads.
|
Twinkle, C.M.
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40 |
C |
p. 840-854
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artikel
|
| 22 |
Dynamic response of sea-crossing bridge under combined seismic and wave-current action
|
Huang, Yiming
|
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40 |
C |
p. 317-327
|
artikel
|
| 23 |
Effect of alum sludge on concrete strength and two way shear capacity of flat slabs
|
Ahmed, Faris R.
|
|
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40 |
C |
p. 991-1001
|
artikel
|
| 24 |
Effects of various reinforcing intra-module connection details on seismic behavior of corner-supported steel modular buildings
|
Liu, Yang
|
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40 |
C |
p. 555-570
|
artikel
|
| 25 |
Elastic buckling behavior of corroded uniformly compressed plates with three simply supported edges
|
Zhang, Zongxing
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40 |
C |
p. 946-959
|
artikel
|
| 26 |
Equivalence of plastic strength and hysteretic behavior of box and I-shaped shear links
|
Aziz, Ishfaq
|
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40 |
C |
p. 356-369
|
artikel
|
| 27 |
Evaluating the response of piles subjected to static and multiple dynamic axial loads
|
Rizvi, Syed Muhammad Faheem
|
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40 |
C |
p. 187-201
|
artikel
|
| 28 |
Evaluation of seismic collapse resistance of reinforced concrete frames designed with nonlinear viscous dampers
|
Miao, Zhiwei
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40 |
C |
p. 960-976
|
artikel
|
| 29 |
Evaluation of seismic performance and effective lateral stiffness for corrugated steel-plate concrete composite structural walls repaired using bottom corner dampers
|
Wang, Wei
|
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40 |
C |
p. 1-17
|
artikel
|
| 30 |
Experimental and numerical investigation on optimized ultra-high performance concrete shear key with shear reinforcement bars
|
Hussein, Husam H.
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40 |
C |
p. 403-419
|
artikel
|
| 31 |
Experimental and numerical investigation on the performance of adhesive steel-dowels used in precast reinforced concrete elements
|
Abd El-Hameed, Samya
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40 |
C |
p. 49-63
|
artikel
|
| 32 |
Experimental and numerical study on the cracking behavior and flexural strength of RC shallow beams with rectangular opening and varying length
|
Jebasingh Daniel, J.
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|
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40 |
C |
p. 460-468
|
artikel
|
| 33 |
Experimental assessment of the residual capacity of axially loaded blast-damaged square RC columns
|
Kwaffo, Isaac
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|
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40 |
C |
p. 469-484
|
artikel
|
| 34 |
Experimental investigation of bond-slip stress of cold-formed CFSTs stub-columns in a post fire based on four cycles push out tests
|
Naghipour, Morteza
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40 |
C |
p. 977-990
|
artikel
|
| 35 |
Experimental research and numerical analysis on mechanical behavior of lightweight-design precast bent caps with large cantilevers
|
Hu, Hao
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40 |
C |
p. 536-554
|
artikel
|
| 36 |
Experimental study on mechanical properties of column foot of ancient timber structures – Take the drum-shaped plinth as an example
|
Zhang, Long
|
|
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40 |
C |
p. 1002-1013
|
artikel
|
| 37 |
Experimental study on seismic performance of novel fabricated T-joint with replaceable steel hinges
|
Ma, Yongchao
|
|
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40 |
C |
p. 667-678
|
artikel
|
| 38 |
Fire performance of lightweight concrete-filled LSF wall panels
|
Upasiri, I.R.
|
|
|
40 |
C |
p. 1039-1055
|
artikel
|
| 39 |
Fragility analysis of floor micro vibrations induced by internal vehicles in high technology factories
|
Lee, Chien-Liang
|
|
|
40 |
C |
p. 679-692
|
artikel
|
| 40 |
Fragility analysis of structures subjected to seismic excitation: A state-of-the-art review
|
Rajkumari, Sheenthoi
|
|
|
40 |
C |
p. 303-316
|
artikel
|
| 41 |
Free vibration analysis of deep doubly curved soft-core sandwich panels with different boundary conditions
|
Sadripour, Saman
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|
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40 |
C |
p. 880-901
|
artikel
|
| 42 |
Generation of sustainable models with multi-objective optimum design of reinforced concrete (RC) structures
|
Yücel, Melda
|
|
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40 |
C |
p. 223-236
|
artikel
|
| 43 |
Hiding in plain sight: What can interpretable unsupervised machine learning and clustering analysis tell us about the fire behavior of reinforced concrete columns?
|
Özyüksel Çiftçioğlu, Aybike
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|
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40 |
C |
p. 920-935
|
artikel
|
| 44 |
Horizontal and vertical axis wind turbines on existing jacket platforms: Part 2 – Retrofitting activities
|
Mendes, Paulo
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|
|
40 |
C |
p. 109-126
|
artikel
|
| 45 |
Hysteresis behavior of 3D RC exterior beam-column joints strengthened with CFRP sheets and spike anchors
|
Farhang, Kianosh
|
|
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40 |
C |
p. 1065-1077
|
artikel
|
| 46 |
Hysteretic behavior of a new type of outsourcing hybrid joint
|
Pan, Xiuzhen
|
|
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40 |
C |
p. 88-108
|
artikel
|
| 47 |
Impact model and computational analysis of structural isolation layer deformation limitation with limiters
|
Du, Hongkai
|
|
|
40 |
C |
p. 176-186
|
artikel
|
| 48 |
Investigating the combined role of the structural vulnerability and site effects on the seismic response of a URM school hit by the Central Italy 2016 earthquake
|
Cattari, Serena
|
|
|
40 |
C |
p. 386-402
|
artikel
|
| 49 |
Mechanical properties and seismic isolation behavior of scrap tire pads subjected to thermal-cold cycles in rural construction
|
Wang, Mingyang
|
|
|
40 |
C |
p. 607-620
|
artikel
|
| 50 |
Modeling of confined circular RC columns using artificial neural network and finite element method
|
Obaidat, Yasmeen Taleb
|
|
|
40 |
C |
p. 74-87
|
artikel
|
| 51 |
Mode shape prediction based on convolutional neural network and autoencoder
|
Hu, Kejian
|
|
|
40 |
C |
p. 127-137
|
artikel
|
| 52 |
Multifractal analytical method and experimental study on crack evolution of dismantled RC hollow-slab beam
|
Wang, Junfeng
|
|
|
40 |
C |
p. 524-535
|
artikel
|
| 53 |
Numerical investigation on progressive collapse resistance of building isolated by friction pendulum bearings
|
Zhang, Jingcai
|
|
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40 |
C |
p. 36-48
|
artikel
|
| 54 |
Numerical investigation on the flange contribution in the shear strength of short LYP I-shaped links without intermediate stiffeners
|
Ghadami, A.
|
|
|
40 |
C |
p. 485-497
|
artikel
|
| 55 |
Optimization design of high-strength cold-formed steel stiffened lipped channel columns under axial compression
|
Wang, Dengfeng
|
|
|
40 |
C |
p. 344-355
|
artikel
|
| 56 |
Parameters affecting the behaviour of RC beams strengthened in shear and flexure with various FRP systems
|
Sengun, Kadir
|
|
|
40 |
C |
p. 202-212
|
artikel
|
| 57 |
Prediction of columns with GFRP bars through Artificial Neural Network and ABAQUS
|
Ahmad, Afaq
|
|
|
40 |
C |
p. 247-255
|
artikel
|
| 58 |
Prediction of Elastic-Softening-Debonding behavior for CFRP Tendon-Adhesively bonded anchors
|
Xie, Gui-hua
|
|
|
40 |
C |
p. 659-666
|
artikel
|
| 59 |
Prediction of Seismic collapse behavior of deep steel columns using Machine learning
|
Sediek, Omar A.
|
|
|
40 |
C |
p. 163-175
|
artikel
|
| 60 |
Proper configuration of stiffness and strength centers in asymmetric single-story structures with semi-flexible diaphragms
|
Eivani, Hamed
|
|
|
40 |
C |
p. 149-162
|
artikel
|
| 61 |
Properties of mixed species/density cross laminated timber made of rubberwood and coconut wood
|
Srivaro, Suthon
|
|
|
40 |
C |
p. 237-246
|
artikel
|
| 62 |
Pseudo-random artificial corrosion morphologies for ultimate strength analysis of corroded steel tubulars
|
Talebi, M.
|
|
|
40 |
C |
p. 902-919
|
artikel
|
| 63 |
Reinforcement of new and existing reinforced concrete beams with fiber-reinforced polymer bars and sheets – A numerical analysis
|
Aragão Almeida Júnior, Sálvio
|
|
|
40 |
C |
p. 513-523
|
artikel
|
| 64 |
Reliability assessment of the US prescriptive standard for steel columns under fire
|
Qureshi, Ramla
|
|
|
40 |
C |
p. 711-724
|
artikel
|
| 65 |
Response spectrum method for building structures with general nonviscous damping models
|
Xiao, Shiying
|
|
|
40 |
C |
p. 571-580
|
artikel
|
| 66 |
Seismic assessment of loess cave of traditional earth building retrofitted with composite materials
|
Zhao, Xiangbi
|
|
|
40 |
C |
p. 18-35
|
artikel
|
| 67 |
Seismic behavior of the dune sand concrete beam-column joints under cyclic loading
|
Li, Zhiqiang
|
|
|
40 |
C |
p. 1014-1024
|
artikel
|
| 68 |
Seismic performance assessment of concentrically braced steel frames designed to the Turkish Building Earthquake Code 2018
|
Kor, Efecan
|
|
|
40 |
C |
p. 759-770
|
artikel
|
| 69 |
Shaking table experimental and numerical investigations on dynamic characteristics of suspend-dome structure
|
Lu, Zhen
|
|
|
40 |
C |
p. 138-148
|
artikel
|
| 70 |
Simulation and analysis on improving progressive collapse resistance of RC assemblies by embedding locally debonded rebars near beam-ends
|
Yang, Xing-Ju
|
|
|
40 |
C |
p. 498-512
|
artikel
|
| 71 |
Simulation strategies for wind shields and porous barriers for bridge deck optimization
|
Xu, Mao
|
|
|
40 |
C |
p. 824-839
|
artikel
|
| 72 |
Size, layout and tendon profile optimization of prestressed steel trusses using Jaya algorithm
|
Aydın, Zekeriya
|
|
|
40 |
C |
p. 284-294
|
artikel
|
| 73 |
Stress prediction of bridges using ANSYS soft and general regression neural network
|
Wu, Ying
|
|
|
40 |
C |
p. 812-823
|
artikel
|
| 74 |
Structural behaviors of steel fiber-reinforced concrete-filled geotextile tube stub columns under axial compression
|
Li, Tingchun
|
|
|
40 |
C |
p. 434-447
|
artikel
|
| 75 |
Structural considerations to minimise the risk of horizontal cracks in the wall of circular concrete tanks
|
Rodd, James
|
|
|
40 |
C |
p. 1091-1106
|
artikel
|
| 76 |
Structural design of a lattice pykrete tower
|
Pronk, Arno
|
|
|
40 |
C |
p. 725-747
|
artikel
|
| 77 |
Study of bilinear elastic horizontal displacement spectrum models
|
Wang, Guotao
|
|
|
40 |
C |
p. 748-758
|
artikel
|
| 78 |
Study on fatigue properties of post-fire bimetallic steel bar with different cooling methods
|
Hua, Jianmin
|
|
|
40 |
C |
p. 633-645
|
artikel
|
| 79 |
Study on the seismic control measure of the underground large-scale frame structure
|
Qiu, Dapeng
|
|
|
40 |
C |
p. 328-343
|
artikel
|
| 80 |
Study on the supporting performance of concrete filled steel tube arches with three different cross-sections
|
Mei, Yu-chun
|
|
|
40 |
C |
p. 1121-1140
|
artikel
|
| 81 |
Testing, simulation and design of hot-rolled seamless austenitic stainless steel CHS columns
|
Ning, Keyang
|
|
|
40 |
C |
p. 295-302
|
artikel
|
| 82 |
Topology optimization of truss structure considering nodal stability and local buckling stability
|
Cai, Qi
|
|
|
40 |
C |
p. 64-73
|
artikel
|
| 83 |
Yield-Line solutions for flexural failure of flat slabs on columns of different shapes
|
Zhang, Wei
|
|
|
40 |
C |
p. 936-945
|
artikel
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