| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
Adhesive bond potential of compressed stabilised earth brick
|
Kolawole, John Temitope
|
|
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23 |
C |
p. 812-820
|
artikel
|
| 2 |
Analysis of boundary condition effects on RC deep beams
|
Arabzadeh, Abolfazl
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|
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23 |
C |
p. 821-830
|
artikel
|
| 3 |
A new simplified meta-model to evaluate the transmission of ground movements to structures integrating the elastoplastic soil behavior
|
El Kahi, Elio
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|
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23 |
C |
p. 324-334
|
artikel
|
| 4 |
An out-of-plane bending hysteretic model for multi-planar CHS X-connections
|
Zhao, Bida
|
|
|
23 |
C |
p. 335-350
|
artikel
|
| 5 |
Axial performance of GGBFS concrete filled steel tubes
|
Ahmad, Subhan
|
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23 |
C |
p. 539-550
|
artikel
|
| 6 |
Axial stress–strain model developed for rectangular RC columns confined with FRP wraps and anchors
|
Isleem, Haytham F.
|
|
|
23 |
C |
p. 779-788
|
artikel
|
| 7 |
Buckling of elastic columns with initial imperfections and load eccentricity
|
Harvey Jr., P.S.
|
|
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23 |
C |
p. 660-664
|
artikel
|
| 8 |
Capacity assessment of older t-beam bridges by nonlinear proxy finite-element analysis
|
Schanck, Andrew P.
|
|
|
23 |
C |
p. 267-278
|
artikel
|
| 9 |
Characteristics of expanded polystyrene (EPS) and its impact on mechanical and thermal performance of insulated concrete form (ICF) system
|
Arun Solomon, A
|
|
|
23 |
C |
p. 204-213
|
artikel
|
| 10 |
Characterization and optimization of a steel beam to RC wall connection for use in innovative hybrid coupled wall systems
|
Das, R.
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|
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23 |
C |
p. 111-125
|
artikel
|
| 11 |
Comparative study on shear failure behavior of squat high-strength steel reinforced concrete shear walls with various high-strength concrete materials
|
Hung, Chung-Chan
|
|
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23 |
C |
p. 56-68
|
artikel
|
| 12 |
Comparing and optimizing analytical, numerical and experimental vibration models for a simply-supported ribbed plate
|
Akl, James
|
|
|
23 |
C |
p. 690-701
|
artikel
|
| 13 |
Condition assessment of RC beams using artificial neural networks
|
Murali Krishna, B.
|
|
|
23 |
C |
p. 1-12
|
artikel
|
| 14 |
Confinement-concrete interaction in pre-tensioned partial steel-confined concrete
|
Chin, Chee-Loong
|
|
|
23 |
C |
p. 751-765
|
artikel
|
| 15 |
Corrosion induced degradation of fatigue strength of steel in service for 128 years
|
Li, Le
|
|
|
23 |
C |
p. 415-424
|
artikel
|
| 16 |
Cyclic response sensitivity of energy dissipating steel plate fuses
|
Siar Mahmood Shah, Ahmad
|
|
|
23 |
C |
p. 799-811
|
artikel
|
| 17 |
Damage model based on gradient property method for simulating the tensile behavior of composite laminates with Variable Angle Tow reinforcement
|
Qi, Shijie
|
|
|
23 |
C |
p. 152-163
|
artikel
|
| 18 |
Design of reinforced concrete cantilever retaining wall using Grey wolf optimization algorithm
|
Kalemci, Elif Nur
|
|
|
23 |
C |
p. 245-253
|
artikel
|
| 19 |
Development of applicable design models for concrete columns confined with aramid fiber reinforced polymer using Multi-Expression Programming
|
Arabshahi, Alireza
|
|
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23 |
C |
p. 225-244
|
artikel
|
| 20 |
Editorial Board (IFC)
|
|
|
|
23 |
C |
p. i
|
artikel
|
| 21 |
Effective strain of CFRP in RC beams strengthened in shear with NSM reinforcements
|
Shomali, Amir
|
|
|
23 |
C |
p. 635-645
|
artikel
|
| 22 |
Effect of compressive strength of concrete on transmission length of pre-tensioned concrete systems
|
Mohandoss, Prabha
|
|
|
23 |
C |
p. 304-313
|
artikel
|
| 23 |
Effect of FRP stitching anchors on ductile performance of shear-deficient RC beams retrofitted using FRP U-wraps
|
Eslami, Abolfazl
|
|
|
23 |
C |
p. 407-414
|
artikel
|
| 24 |
Effects of initial form-finding models on shape, force paths, and buckling of anti-funicular shells with free edges
|
Pinto, Clemente
|
|
|
23 |
C |
p. 472-480
|
artikel
|
| 25 |
Enhancing performance of infill masonry with latex modified mortar subjected to cyclic load
|
Jebadurai, S.V.S
|
|
|
23 |
C |
p. 551-557
|
artikel
|
| 26 |
Evaluation of Design Methods for Prestressed Concrete Members with Stirrups Using a New Traditional Shear Database
|
Perumalla, Mallikarjun
|
|
|
23 |
C |
p. 621-634
|
artikel
|
| 27 |
Evaluation of post-earthquake fire capacity of a reinforced concrete one bay plane frame under ISO fire exposure
|
Vitorino, Hugo
|
|
|
23 |
C |
p. 602-611
|
artikel
|
| 28 |
Exact solutions for second-order effect of imperfect beams and frames based on matrix structural analysis
|
Tong, Jing-Zhong
|
|
|
23 |
C |
p. 677-689
|
artikel
|
| 29 |
Experimental and analytical investigation on the behavior of metallic Box-Shaped Dampers (BSD)
|
Shirinkam, Mohammad Reza
|
|
|
23 |
C |
p. 766-778
|
artikel
|
| 30 |
Experimental and numerical study on wrapping concrete cylinders post heating and cooling under preload using CFRP fabrics
|
Al-Kamaki, Yaman S.S.
|
|
|
23 |
C |
p. 425-436
|
artikel
|
| 31 |
Experimentally studying and development of curved STM to predict the load capacity and failure mode of fixed-ended RC deep beams
|
Arabzadeh, Abolfazl
|
|
|
23 |
C |
p. 289-303
|
artikel
|
| 32 |
Experimental study of slotted hole bolted cover-plate connection using full field measurement
|
Cavène, Edouard
|
|
|
23 |
C |
p. 573-587
|
artikel
|
| 33 |
Experimental study on anchoring of FRP-strengthened concrete beams
|
Ababneh, Ayman N.
|
|
|
23 |
C |
p. 26-33
|
artikel
|
| 34 |
Flexural capacity prediction of composite RC members strengthened with UHPC based on existing design models
|
Shirai, Kazutaka
|
|
|
23 |
C |
p. 44-55
|
artikel
|
| 35 |
Flexural response of hollow high strength concrete beams considering different size reductions
|
Abbass, Ahmmad A.
|
|
|
23 |
C |
p. 69-86
|
artikel
|
| 36 |
Full scale experiments on splitting behaviour of concrete slabs in steel concrete composite beams with shear stud connection
|
Lowe, Daniel
|
|
|
23 |
C |
p. 126-138
|
artikel
|
| 37 |
Geogrid-confined pervious geopolymer concrete piles with FRP-PVC-confined concrete core: Analytical models
|
Zhang, Haiqiu
|
|
|
23 |
C |
p. 731-738
|
artikel
|
| 38 |
Influence of the top reinforcement detailing in the behaviour of flat slabs
|
Faria, Ricardo
|
|
|
23 |
C |
p. 718-730
|
artikel
|
| 39 |
Integration of CFRP strips as an internal shear reinforcement in reinforced concrete beams
|
Amaireh, Layla
|
|
|
23 |
C |
p. 13-19
|
artikel
|
| 40 |
Investigation on the shear behavior of steel reinforced NC/HDC continuous deep beam
|
Deng, Mingke
|
|
|
23 |
C |
p. 20-25
|
artikel
|
| 41 |
Investigation on UPVC confined RC columns with Recycled Aggregate Concrete using C&D waste
|
Bandyopadhyay, Atrayee
|
|
|
23 |
C |
p. 279-288
|
artikel
|
| 42 |
Macro modeling of steel-concrete composite shear walls
|
Haghi, Nakisa
|
|
|
23 |
C |
p. 383-406
|
artikel
|
| 43 |
Maximum torsional reinforcement ratio of reinforced concrete beams
|
Ju, Hyunjin
|
|
|
23 |
C |
p. 481-493
|
artikel
|
| 44 |
Mechanical strength, flexural behavior and fracture energy of Recycled Concrete Aggregate self-compacting concrete
|
Mohammed, Saif I.
|
|
|
23 |
C |
p. 34-43
|
artikel
|
| 45 |
Mechanics-Based model for elastic Bending, Axial, thermal Deformations, and asymmetry of concrete composite sandwich wall panels
|
Jensen, Keith
|
|
|
23 |
C |
p. 459-471
|
artikel
|
| 46 |
Micromechanical modelling of mortar joints and brick-mortar interfaces in masonry Structures: A review of recent developments
|
Shadlou, Masoud
|
|
|
23 |
C |
p. 831-844
|
artikel
|
| 47 |
New model for prediction of ultimate load of prestressed RC deep beams
|
Yang, T.Y.
|
|
|
23 |
C |
p. 509-517
|
artikel
|
| 48 |
Non-linear behaviour of concrete beams reinforced with GFRP and CFRP bars grouted in sleeves
|
Kazemi, Mostafa
|
|
|
23 |
C |
p. 87-102
|
artikel
|
| 49 |
Numerical investigation of web crippling in fastened aluminium lipped channel sections under two-flange loading conditions
|
Alsanat, Husam
|
|
|
23 |
C |
p. 351-365
|
artikel
|
| 50 |
Numerical study on the deformation behavior of steel concrete composite girders considering partial shear interaction
|
Kalibhat, Madhusudan G.
|
|
|
23 |
C |
p. 437-446
|
artikel
|
| 51 |
On the static properties and stability of 800 m long-span mega-latticed suspension structures
|
Zhang, Qingwen
|
|
|
23 |
C |
p. 139-151
|
artikel
|
| 52 |
Post-cracking shear behaviour of concrete beams strengthened with externally prestressed tendons
|
Qi, Jianan
|
|
|
23 |
C |
p. 214-224
|
artikel
|
| 53 |
Prediction of FRP shear contribution for wrapped shear deficient RC beams using adaptive neuro-fuzzy inference system (ANFIS)
|
Kar, Swapnasarit
|
|
|
23 |
C |
p. 702-717
|
artikel
|
| 54 |
Probabilistic analysis of exterior hanging scaffold strength under impact load
|
Xu, Tengfei
|
|
|
23 |
C |
p. 739-750
|
artikel
|
| 55 |
Probabilistic evaluation of seismic resilience for typical vital buildings in terms of vulnerability curves
|
Rezaei Ranjbar, Parvane
|
|
|
23 |
C |
p. 314-323
|
artikel
|
| 56 |
Progressive collapse assessment of friction damped post-tensioned steel frames based on a simplified model
|
Zhao, Zhongwei
|
|
|
23 |
C |
p. 447-458
|
artikel
|
| 57 |
Reliability assessment of axially loaded uPVC tube confined reinforced concrete columns
|
Woldemariam, Abraham Mengesha
|
|
|
23 |
C |
p. 529-538
|
artikel
|
| 58 |
Seismic behavior of composite interior joints of prefabricated H-shaped steel reinforced concrete column - steel beam
|
Wu, Chenglong
|
|
|
23 |
C |
p. 558-572
|
artikel
|
| 59 |
Seismic fragility analysis of AP1000 SB considering fluid-structure interaction effects
|
Zhao, Chunfeng
|
|
|
23 |
C |
p. 103-110
|
artikel
|
| 60 |
Seismic performance of the frame-skin structure based on 3D scanning technology
|
Zhao, Yushuai
|
|
|
23 |
C |
p. 789-798
|
artikel
|
| 61 |
Service life assessment of chloride affected bridge located in coastal region of India considering variation in the inherent structural parameters
|
Borah, Mukunda Madhab
|
|
|
23 |
C |
p. 191-203
|
artikel
|
| 62 |
Shape optimization of flexible soil-steel culverts taking non-stationary loads into account
|
Sobótka, Maciej
|
|
|
23 |
C |
p. 612-620
|
artikel
|
| 63 |
Shear characterisation of pultruded superstructural FRP-concrete push-outs
|
Etim, Offiong
|
|
|
23 |
C |
p. 254-266
|
artikel
|
| 64 |
Shear strength of reinforced concrete deep beams – A review with improved model by genetic algorithm and reliability analysis
|
Shahnewaz, Md
|
|
|
23 |
C |
p. 494-508
|
artikel
|
| 65 |
Structural analysis of masonry vaulted staircases through rigid block limit analysis
|
Rossi, M.
|
|
|
23 |
C |
p. 180-190
|
artikel
|
| 66 |
Study on mechanical behavior of Q690D high strength steel bearing-type bolted connections
|
Guo, Hongchao
|
|
|
23 |
C |
p. 588-601
|
artikel
|
| 67 |
Study on the behavior of concrete-filled square double-skin steel tubular stub columns under axial loading
|
Ding, Fa-xing
|
|
|
23 |
C |
p. 665-676
|
artikel
|
| 68 |
Tensile properties of wire and fibre reinforced cementitious matrix composites for strengthening of masonry
|
Padalu, Pravin Kumar Venkat Rao
|
|
|
23 |
C |
p. 164-179
|
artikel
|
| 69 |
The efficiency of an improved seismic vulnerability index under strong ground motions
|
Kassem, Moustafa Moufid
|
|
|
23 |
C |
p. 366-382
|
artikel
|
| 70 |
The post-tensioned concrete technique in the work of Eduardo Torroja. The case of the Church of San Nicolás in Gandía
|
Arnau-Paltor, F.
|
|
|
23 |
C |
p. 518-528
|
artikel
|
| 71 |
Ultimate strength and fracture sequence of bolted connections to thin-walled carbon steel
|
Mahmood, Mohammed
|
|
|
23 |
C |
p. 646-659
|
artikel
|
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