| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A friction-based connection for retrofitting RC frames by steel braced frames
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Javadi, Pasha
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24 |
C |
p. 627-639
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artikel
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| 2 |
Algebrized approach for the finite element analysis of heterogeneous viscoelastic structures
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Bocciarelli, Massimiliano
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24 |
C |
p. 783-790
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artikel
|
| 3 |
A multi-criteria-based procedure for the robust definition of algorithms aimed at fast seismic risk assessment of existing RC buildings
|
Sangiorgio, Valentino
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24 |
C |
p. 766-782
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artikel
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| 4 |
Analytical approach to elastic stability problems of plates with different boundary conditions subjected to combined bending, shear and patch loading
|
Mijušković, Olga
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24 |
C |
p. 335-350
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artikel
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| 5 |
A new approach to estimate the shear strength of curved corrugated steel webs
|
Yossef, N.M.
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24 |
C |
p. 400-414
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artikel
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| 6 |
A new statistical equation for predicting nonlinear time history displacement of seismic isolation systems
|
Dao, Nhan D.
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24 |
C |
p. 177-190
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artikel
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| 7 |
An optimisation strategy for the (in- and out-of-plane) resistance of steel beams in demountable composite floor systems
|
Nijgh, Martin Paul
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24 |
C |
p. 880-889
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artikel
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| 8 |
A parametric study on the mechanical and thermal stability of corrugated-core sandwich plates
|
Zamanifar, Hossein
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24 |
C |
p. 209-226
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artikel
|
| 9 |
Assessment of axial load carrying capacity of GFRP funicular shells with steel mesh
|
Bashir, Khalid
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|
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24 |
C |
p. 974-983
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artikel
|
| 10 |
Behavior and analytical investigation of assembled connection between steel beam and concrete encased CFST column
|
Wang, Wanqian
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24 |
C |
p. 562-579
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artikel
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| 11 |
Bond performance of reinforced alkali-activated composites using water-quenched slag as alternative fine aggregates
|
Cong, Xinyu
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24 |
C |
p. 137-150
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artikel
|
| 12 |
Characterisation of crowd lateral dynamic forcing from full-scale measurements on the Clifton Suspension Bridge
|
White, R.E.
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24 |
C |
p. 415-425
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artikel
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| 13 |
Combination of LS-SVM algorithm and JC method for fragility analysis of deep-water high piers subjected to near-field ground motions
|
Zhao, Jingang
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24 |
C |
p. 282-295
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artikel
|
| 14 |
Core confinement and cover spalling in square and rectangular SCC and SFRC columns
|
Aoude, Hassan
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24 |
C |
p. 804-822
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artikel
|
| 15 |
Cyclic behaviour of elliptical-shaped reduced web section connection
|
Davarpanah, Mohammad
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24 |
C |
p. 955-973
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artikel
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| 16 |
Damage observations and remedial options for approximately 1500 legged and flat-based liquid storage tanks following the 2016 Kaikōura earthquake
|
Yazdanian, Mohsen
|
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24 |
C |
p. 357-376
|
artikel
|
| 17 |
Displacement-based seismic performance evaluation and vulnerability assessment of buildings: The N2 method revisited
|
Correia Lopes, Gonçalo
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24 |
C |
p. 41-49
|
artikel
|
| 18 |
Editorial Board (IFC)
|
|
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24 |
C |
p. i
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artikel
|
| 19 |
Effects of the external tendons on the system capacity and stud behavior in composite beams
|
Celik, Ilyas Devran
|
|
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24 |
C |
p. 851-863
|
artikel
|
| 20 |
Engineered cementitious composites (ECC) encased concrete-steel composite stub columns under concentric compression
|
Lee, C.K.
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24 |
C |
p. 386-399
|
artikel
|
| 21 |
Experimental analysis of cold-formed steel-to-timber connections with inclined screws
|
Vella, Nathan
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24 |
C |
p. 890-904
|
artikel
|
| 22 |
Experimental and numerical studies of a controlled rocking steel frame with buckling-restrained columns
|
Jiang, Qing
|
|
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24 |
C |
p. 690-704
|
artikel
|
| 23 |
Experimental investigation for structural behaviour of self-compacting reinforced concrete hollow beams with in-place circular openings strengthened with CFRP laminates
|
Hemzah, Sadjad A.
|
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24 |
C |
p. 99-106
|
artikel
|
| 24 |
Experimental investigation of slender RC columns under horizontal static and impact loads
|
Ye, Jia-Bin
|
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24 |
C |
p. 499-513
|
artikel
|
| 25 |
Experimental investigation of steel fiber RC hollow columns under eccentric loading
|
Azzawi, Raad
|
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24 |
C |
p. 456-463
|
artikel
|
| 26 |
Experimental investigation of the contributions of CFRP and externally collar strengthening to the seismic performance of RC columns with different cross-sections
|
Dirikgil, Tamer
|
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24 |
C |
p. 266-281
|
artikel
|
| 27 |
Experimental investigation of using mechanical splices on the cyclic performance of RC columns
|
Kheyroddin, Ali
|
|
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24 |
C |
p. 717-727
|
artikel
|
| 28 |
Experimental investigations on inelastic behaviour and modified Gerber joint for double-span steel trapezoidal sheeting
|
Dogar, Attiq Ur Rahman
|
|
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24 |
C |
p. 514-525
|
artikel
|
| 29 |
Experimental study on axial compressive behavior of CFRP confined square timber filled steel tube stub columns
|
Qiao, Qiyun
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|
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24 |
C |
p. 823-834
|
artikel
|
| 30 |
Experimental study on three-dimensional reinforced concrete frames subjected to dynamic loading
|
Bahadir, Fatih
|
|
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24 |
C |
p. 835-850
|
artikel
|
| 31 |
Fatigue behavior of uncorroded butt welded joints made of bridge weathering steel
|
Su, Han
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24 |
C |
p. 377-385
|
artikel
|
| 32 |
Flexural behavior of steel-UHPFRC composite beams under negative moment
|
Qi, Jianan
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24 |
C |
p. 640-649
|
artikel
|
| 33 |
Flexural response of geopolymer and fiber reinforced geopolymer concrete beams reinforced with GFRP bars and strengthened using CFRP sheets
|
Junaid, M Talha
|
|
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24 |
C |
p. 666-677
|
artikel
|
| 34 |
Idealized tension stiffening model for finite element analysis of glass fibre reinforced polymer (GFRP) reinforced concrete members
|
Alam, M.S.
|
|
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24 |
C |
p. 351-356
|
artikel
|
| 35 |
Identification of incremental seismic damage development in RC structures excited with sequence-type ground motions
|
Guo, Xiang
|
|
|
24 |
C |
p. 464-476
|
artikel
|
| 36 |
Improving flexural performance of post-tensioned pre-cast pre-stressed RC segmental T-beams
|
Afefy, Hamdy M.
|
|
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24 |
C |
p. 304-316
|
artikel
|
| 37 |
Improving seismic performance of portal frame structures with steel curved dampers
|
Ghabussi, Aria
|
|
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24 |
C |
p. 27-40
|
artikel
|
| 38 |
Influence of CFRP confinement on bond behavior of steel deformed bar embedded in concrete exposed to high temperature
|
Akbarzadeh Bengar, Habib
|
|
|
24 |
C |
p. 240-252
|
artikel
|
| 39 |
Innovative high-order beam-column element for geometrically nonlinear analysis with one-element-per-member modelling method
|
Bai, Rui
|
|
|
24 |
C |
p. 542-552
|
artikel
|
| 40 |
Investigation of multi-lane factor models for bridge traffic load effects using multiple lane traffic data
|
Zhou, Junyong
|
|
|
24 |
C |
p. 444-455
|
artikel
|
| 41 |
Mechanical characterization of five species of Italian bamboo
|
Molari, Luisa
|
|
|
24 |
C |
p. 59-72
|
artikel
|
| 42 |
Microstructural investigation of recycled aggregate concrete produced by adopting equal mortar volume method along with two stage mixing approach
|
Kisku, Nishikant
|
|
|
24 |
C |
p. 742-753
|
artikel
|
| 43 |
Modelling the bond in GFRP bar reinforced concrete thin structural members
|
Veljkovic, Ana
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|
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24 |
C |
p. 13-26
|
artikel
|
| 44 |
Multi-objective optimal design of semi-active fluid viscous dampers for nonlinear structures using NSGA-II
|
Bakhshinezhad, Sina
|
|
|
24 |
C |
p. 678-689
|
artikel
|
| 45 |
Natural rubber bearing incorporated with high toughness steel ring dampers
|
Sheikhi, Javad
|
|
|
24 |
C |
p. 107-123
|
artikel
|
| 46 |
New approximate method to identify soft story caused by infill walls
|
Noorifard, Azadeh
|
|
|
24 |
C |
p. 922-939
|
artikel
|
| 47 |
New design chart for CFRP strengthened RC walls with opening in one-way action
|
Lima, Mehdi
|
|
|
24 |
C |
p. 253-265
|
artikel
|
| 48 |
New initial stiffness equation for the bearing component of bolted thin-walled steel plates
|
Obeydi, Marzieh
|
|
|
24 |
C |
p. 791-803
|
artikel
|
| 49 |
Nonlinear random seismic analysis of 3D high-speed railway track-bridge system based on OpenSEES
|
Li, Haiyan
|
|
|
24 |
C |
p. 87-98
|
artikel
|
| 50 |
Numerical analysis of circular double-skin concrete-filled stainless steel tubular short columns under axial loading
|
Patel, Vipulkumar Ishvarbhai
|
|
|
24 |
C |
p. 754-765
|
artikel
|
| 51 |
Numerical analysis of the dynamic effects of wine-cup shape power transmission tower-line system under ice-shedding
|
Gao, Shan
|
|
|
24 |
C |
p. 1-12
|
artikel
|
| 52 |
Numerical investigation of CFRP strengthened RHS members under cyclic loading
|
Tafsirojjaman, T.
|
|
|
24 |
C |
p. 610-626
|
artikel
|
| 53 |
Out-of-plane behavior of rammed earth walls under seismic loading: Finite element simulation
|
Bui, Thi-Loan
|
|
|
24 |
C |
p. 191-208
|
artikel
|
| 54 |
Perforated steel plate shear walls with curved corrugated webs under cyclic loading
|
Bahrebar, Milad
|
|
|
24 |
C |
p. 600-609
|
artikel
|
| 55 |
Performance of axially-loaded concrete-filled steel tubular circular columns using ultra-high strength concrete
|
Song, Tian-Yi
|
|
|
24 |
C |
p. 163-176
|
artikel
|
| 56 |
Performance of intensity measures for seismic collapse assessment of structures with vertical mass irregularity
|
Amiri, Mahsa
|
|
|
24 |
C |
p. 728-741
|
artikel
|
| 57 |
Recycled aggregate concrete slab punching shear capacity
|
Sahoo, Saumyaranjan
|
|
|
24 |
C |
p. 426-443
|
artikel
|
| 58 |
Repair of heat-damaged SCC cantilever beams using SNSM CFRP strips
|
Ashteyat, Ahmed M.
|
|
|
24 |
C |
p. 151-162
|
artikel
|
| 59 |
Requirements for oversized holes for reusable steel-concrete composite floor systems
|
Nijgh, M.P. (Martin)
|
|
|
24 |
C |
p. 489-498
|
artikel
|
| 60 |
Safety level assessment of the fib model code 2010 shear design provisions for beams with stirrups using a mechanics-based probabilistic model
|
Olalusi, Oladimeji Benedict
|
|
|
24 |
C |
p. 553-561
|
artikel
|
| 61 |
Seismic energy-based design of BRB frames using multi-objective vibrating particles system optimization
|
Rezazadeh, F.
|
|
|
24 |
C |
p. 227-239
|
artikel
|
| 62 |
Seismic evaluation of Bagan heritage site (Myanmar): The Loka-Hteik-Pan temple
|
Bianchini, Nicoletta
|
|
|
24 |
C |
p. 905-921
|
artikel
|
| 63 |
Seismic evaluation of cladded exterior walls considering the effects of façade installation details and out-of-plane behavior of walls
|
Nader, K.A. Attari
|
|
|
24 |
C |
p. 317-334
|
artikel
|
| 64 |
Seismic performance of pre-cast self-insulation shear walls made by a new type of foam concrete with high strength and low thermal conductivity
|
Li, Jie
|
|
|
24 |
C |
p. 124-136
|
artikel
|
| 65 |
Seismic performance of semi-rigid steel-concrete composite frames
|
Senthilkumar, R.
|
|
|
24 |
C |
p. 526-541
|
artikel
|
| 66 |
Selecting optimum structural system for R.C. multi-story buildings considering direct cost
|
Elhegazy, Hosam
|
|
|
24 |
C |
p. 296-303
|
artikel
|
| 67 |
Shear behaviour of fabric formed T beams reinforced using W-FRP
|
Yang, Yuanzhang
|
|
|
24 |
C |
p. 869-879
|
artikel
|
| 68 |
Simple equations for predicting the rotational ductility of fiber-reinforced-polymer strengthened reinforced concrete joints
|
Abu Tahnat, Yazan B.
|
|
|
24 |
C |
p. 73-86
|
artikel
|
| 69 |
Sizing optimization of exposed steel penstocks supported by ring girders using the combined ANN-GA technique
|
Haddouch, Manal
|
|
|
24 |
C |
p. 705-716
|
artikel
|
| 70 |
Structural damper for auto-damping mechanical components
|
Sakai, Yasunori
|
|
|
24 |
C |
p. 864-868
|
artikel
|
| 71 |
The influence of structural design methods on the embodied greenhouse gas emissions of structural systems for tall buildings
|
Helal, James
|
|
|
24 |
C |
p. 650-665
|
artikel
|
| 72 |
The investigation into the effect of consecutive earthquakes on the strongback bracing system
|
Toorani, Alireza
|
|
|
24 |
C |
p. 477-488
|
artikel
|
| 73 |
Visualization of seismic vulnerability of buildings with the use of a mobile data transmission and an automated GIS-based tool
|
Özsoy Özbay, Ayşe Elif
|
|
|
24 |
C |
p. 50-58
|
artikel
|
| 74 |
Volume loss fatality model for as-built and retrofitted clay brick unreinforced masonry buildings damaged in the 2010/11 Canterbury earthquakes
|
Abeling, Shannon
|
|
|
24 |
C |
p. 940-954
|
artikel
|
| 75 |
Welded steel beam with novel cross-section and web openings subject to concentrated flange loading
|
Russell, Matthew J.
|
|
|
24 |
C |
p. 580-599
|
artikel
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