| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
Adjustment method of bridge seismic importance factor based on bridge network connectivity reliability
|
Lian, Qiang
|
|
|
32 |
C |
p. 1692-1700
|
artikel
|
| 2 |
A multi-scale model for global buckling and local wrinkling interaction with application to sandwich beams
|
Mhada, Khadija
|
|
|
32 |
C |
p. 1398-1407
|
artikel
|
| 3 |
Analytical model for precast wall equipped with U-shaped steel channel connection
|
Vaghei, Ramin
|
|
|
32 |
C |
p. 406-432
|
artikel
|
| 4 |
Analytical seismic performance and sensitivity evaluation of bridges based on random decision forest framework
|
Soleimani, Farahnaz
|
|
|
32 |
C |
p. 329-341
|
artikel
|
| 5 |
An efficient cable-type energy dissipation device for prevention of unseating of bridge spans
|
Xing, Xinkui
|
|
|
32 |
C |
p. 2088-2102
|
artikel
|
| 6 |
An experimental study on bond behavior of tensile lap spliced FRP in aggressive environments
|
Toufigh, Vahab
|
|
|
32 |
C |
p. 342-354
|
artikel
|
| 7 |
A numerical study on structural behaviour of lean duplex stainless steel tubular beams with rectangular web openings
|
Lepcha, Karma Hissey
|
|
|
32 |
C |
p. 1233-1249
|
artikel
|
| 8 |
An uncertainty-based design optimization strategy with random and interval variables for multidisciplinary engineering systems
|
Meng, Debiao
|
|
|
32 |
C |
p. 997-1004
|
artikel
|
| 9 |
A review of tests on slab-column connections with advanced concrete materials
|
Isufi, Brisid
|
|
|
32 |
C |
p. 849-860
|
artikel
|
| 10 |
A simple and robust approach for 2D-simulation of reinforced concrete member
|
Arslan, Abdussamet
|
|
|
32 |
C |
p. 1701-1716
|
artikel
|
| 11 |
A simplified method to account for vertical human-structure interaction
|
Van Nimmen, K.
|
|
|
32 |
C |
p. 2004-2019
|
artikel
|
| 12 |
A study on effect of soil-structure interaction on performance of strong-back structural system subjected to near and far-field earthquakes
|
Taghizadeh, Mahdis
|
|
|
32 |
C |
p. 116-136
|
artikel
|
| 13 |
Axial behaviour of precast concrete panels with hollow composite reinforcing systems
|
Al-Fakher, Usama
|
|
|
32 |
C |
p. 76-86
|
artikel
|
| 14 |
Bearing behaviour of aluminium sub-heads with removable beads in façade systems
|
Akbari, Masoumeh
|
|
|
32 |
C |
p. 1934-1954
|
artikel
|
| 15 |
Bearing capacity and damage behavior of HCFTST columns under cyclic loading
|
Wang, Jian-Tao
|
|
|
32 |
C |
p. 1492-1506
|
artikel
|
| 16 |
Behavior of steel cross members with metallic damper under a monotonic loading effect
|
Balik, Fatih Suleyman
|
|
|
32 |
C |
p. 946-957
|
artikel
|
| 17 |
Behaviour of expanded slate semi-lightweight SCC beams with improved cracking performance and shear capacity
|
Omar, Ahmed T.
|
|
|
32 |
C |
p. 1577-1588
|
artikel
|
| 18 |
Behaviour of macro-synthetic fibers reinforced concrete: Experimental, numerical and design code investigations
|
Nana, W.S.A.
|
|
|
32 |
C |
p. 1271-1286
|
artikel
|
| 19 |
Bending tests on building beams containing electric arc furnace slag and alternative binders and manufactured with energy-saving placement techniques
|
Santamaría, Amaia
|
|
|
32 |
C |
p. 1921-1933
|
artikel
|
| 20 |
Bond strength prediction of concrete-encased steel structures using hybrid machine learning method
|
Wang, Xianlin
|
|
|
32 |
C |
p. 2279-2292
|
artikel
|
| 21 |
Comparative seismic RISK assessment of existing RC buildings using seismic vulnerability index approach
|
Kassem, Moustafa Moufid
|
|
|
32 |
C |
p. 889-913
|
artikel
|
| 22 |
Comparison among major codes for the stability design of steel compression members in steel bridges with the partial factors taken into consideration
|
Chen, Xiang
|
|
|
32 |
C |
p. 1346-1354
|
artikel
|
| 23 |
Compressive behavior of concrete-filled aluminum alloy tube (CFAAT) stub column with inner carbon steel tube
|
Ye, Yong
|
|
|
32 |
C |
p. 701-712
|
artikel
|
| 24 |
Corrosion effect of the main rebar and stirrups on the bond strength of RC beams
|
Moodi, Yaser
|
|
|
32 |
C |
p. 1444-1454
|
artikel
|
| 25 |
Cyclic behavior of an innovative braced ductile thin shear panel
|
Sun, Guohua
|
|
|
32 |
C |
p. 973-986
|
artikel
|
| 26 |
Cyclic loading tests of earthquake-resilient prefabricated steel cross joints with different FCP connections
|
Zhang, Ai-lin
|
|
|
32 |
C |
p. 1-14
|
artikel
|
| 27 |
Detection and quantification of damage in bridges using a hybrid algorithm with spatial filters under environmental and operational variability
|
Lakshmi, K
|
|
|
32 |
C |
p. 617-631
|
artikel
|
| 28 |
Determination of tensile characteristics and design of eco-efficient UHPC
|
Isa, M.N.
|
|
|
32 |
C |
p. 2174-2194
|
artikel
|
| 29 |
Determining post-fire residual compressive strength of reinforced concrete shear walls using the BAT algorithm
|
Shadbahr, Elham
|
|
|
32 |
C |
p. 651-661
|
artikel
|
| 30 |
Development of cross laminated timber-cold-formed steel composite beam for floor system to sustainable modular building construction
|
Navaratnam, Satheeskumar
|
|
|
32 |
C |
p. 681-690
|
artikel
|
| 31 |
Development of new rectangular rubber isolators for a tunnel-form structure subjected to seismic excitations
|
Altalabani, Diyar
|
|
|
32 |
C |
p. 1522-1542
|
artikel
|
| 32 |
Direct and semi-direct ultrasonic testing for quality control of FRC-concrete adhesion
|
Concu, Giovanna
|
|
|
32 |
C |
p. 54-64
|
artikel
|
| 33 |
Direct shear behavior of precast panel connections with cast-in-place shear keys using steel fiber-reinforced cementitious mortar (SFRCM)
|
Park, Sang-Hyun
|
|
|
32 |
C |
p. 2130-2142
|
artikel
|
| 34 |
Dynamic responses of hybrid FRP-concrete-steel double-skin tubular column (DSTC) under lateral impact
|
Wang, Weiqiang
|
|
|
32 |
C |
p. 1115-1144
|
artikel
|
| 35 |
Dynamics of interaction between an Euler-Bernoulli beam and a moving damped sprung mass: Effect of beam surface roughness
|
Qiao, Guandong
|
|
|
32 |
C |
p. 2247-2265
|
artikel
|
| 36 |
Effect of geometry on the compression characteristics of bonded brickwork
|
Zahra, Tatheer
|
|
|
32 |
C |
p. 1408-1419
|
artikel
|
| 37 |
Effect of steel fibers and concrete cover on bond behavior between steel deformed bar and concrete under high temperature
|
Akbarzadeh Bengar, Habib
|
|
|
32 |
C |
p. 1507-1521
|
artikel
|
| 38 |
Effects of alkaline solution/binder and Na2SiO3/NaOH ratios on fracture properties and ductility of ambient-cured GGBFS based heavyweight geopolymer concrete
|
Mousavinejad, Seyed Hosein Ghasemzadeh
|
|
|
32 |
C |
p. 2118-2129
|
artikel
|
| 39 |
Employing non-contact sensing techniques for improving efficiency and automation in numerical modelling of existing masonry structures: A critical literature review
|
Kassotakis, Nicko
|
|
|
32 |
C |
p. 1777-1797
|
artikel
|
| 40 |
Estimation of J-resistance curves based on front face displacement records
|
Shi, Kaikai
|
|
|
32 |
C |
p. 1221-1232
|
artikel
|
| 41 |
Estimation of lateral stiffness for gypsum-filled cold-formed steel shear walls
|
Wu, Hanheng
|
|
|
32 |
C |
p. 28-37
|
artikel
|
| 42 |
Evaluation of code compliant/non-compliant ECC-RC IMRF structures
|
Khan, Fasih Ahmed
|
|
|
32 |
C |
p. 1634-1645
|
artikel
|
| 43 |
Evaluation of the working mechanisms and simplified models of endplate-type inter-module connections
|
Zhao, Fengtao
|
|
|
32 |
C |
p. 562-577
|
artikel
|
| 44 |
Experimental and numerical studies on seismic performance of rectangular concrete columns reinforced by CFRP bars with different ratios and positions
|
Jun, Zhao
|
|
|
32 |
C |
p. 237-253
|
artikel
|
| 45 |
Experimental and numerical study of an innovative OMEGA-shaped connector for composite beams
|
Tabet-Derraz, M. Idriss
|
|
|
32 |
C |
p. 279-297
|
artikel
|
| 46 |
Experimental and numerical study on torsional behaviour of steel-reinforced concrete-filled square steel tubular members
|
Shi, Yan-Li
|
|
|
32 |
C |
p. 713-730
|
artikel
|
| 47 |
Experimental and theoretical behaviour of reinforced concrete beams containing hybrid fibres
|
Shaaban, Ibrahim G.
|
|
|
32 |
C |
p. 2143-2160
|
artikel
|
| 48 |
Experimental evaluation of factors affecting the behaviour of reinforced concrete beams strengthened by NSM CFRP strips
|
Suliman, Ashraf KamalEldin Shraif
|
|
|
32 |
C |
p. 632-640
|
artikel
|
| 49 |
Experimental investigation of moment resisting frames with perforated shear link
|
Mirghaderi, Seyed Rasoul
|
|
|
32 |
C |
p. 516-531
|
artikel
|
| 50 |
Experimental investigation of RC deep beams with web reinforcement and improvement of ACI 318–19 strut coefficient
|
Kondalraj, R.
|
|
|
32 |
C |
p. 914-928
|
artikel
|
| 51 |
Experimental investigation of unbonded ordinary steel reinforced elastomeric bearings as an isolation system in bridges
|
Maghsoudi-Barmi, Ali
|
|
|
32 |
C |
p. 604-616
|
artikel
|
| 52 |
Experimental investigation on the effects of overhang length variations of steel roof cladding under uplift pressure
|
Siron, Nasirah
|
|
|
32 |
C |
p. 2032-2041
|
artikel
|
| 53 |
Experimental studies on screw connections between cold-formed steel framing and sandwich sheathing
|
Jammi, Ashok
|
|
|
32 |
C |
p. 2048-2059
|
artikel
|
| 54 |
Experimental study of frozen soil effect on seismic behavior of bridge pile foundations in cold regions
|
Zhang, Xiyin
|
|
|
32 |
C |
p. 1752-1762
|
artikel
|
| 55 |
Experimental study of UHPC-encased CFST stub columns under axial compression
|
Wu, Qingxiong
|
|
|
32 |
C |
p. 433-447
|
artikel
|
| 56 |
Experimental study on interior precast concrete beam-column connections with UHPC core shells
|
Lin, Yu
|
|
|
32 |
C |
p. 1103-1114
|
artikel
|
| 57 |
Experimental study on residual seismic behavior of UHPCC-FST after near-range explosion
|
Wang, Z.G.
|
|
|
32 |
C |
p. 1428-1443
|
artikel
|
| 58 |
Experimental study on shear behavior of cold-formed steel shear walls with bracket
|
Wang, Chungang
|
|
|
32 |
C |
p. 448-460
|
artikel
|
| 59 |
Experiment and numerical study of a new bolted steel plate horizontal joints for precast concrete shear wall structures
|
Cheng, Bei
|
|
|
32 |
C |
p. 760-777
|
artikel
|
| 60 |
Feasibility of a novel prefabricated concrete wall system for masonry structures
|
Ni, Hong
|
|
|
32 |
C |
p. 1907-1920
|
artikel
|
| 61 |
Field measurements of snowdrift characteristics on reduced scale building roofs based on the size effect study
|
Zhang, Guolong
|
|
|
32 |
C |
p. 2020-2031
|
artikel
|
| 62 |
Finite element modelling of concrete-filled spiral-welded mild-steel and stainless-steel tubes in flexure
|
Gunawardena, Yasoja
|
|
|
32 |
C |
p. 792-816
|
artikel
|
| 63 |
Flexural behavior of composite concrete-filled steel tube roof structure under symmetrical concentrated loads
|
Wang, Lianguang
|
|
|
32 |
C |
p. 1250-1259
|
artikel
|
| 64 |
Flexural behaviour and design of modular construction optimised beams
|
Gatheeshgar, Perampalam
|
|
|
32 |
C |
p. 1048-1068
|
artikel
|
| 65 |
Flexural behaviour of hollow concrete beams under three points loading: Experimental and numerical study
|
Elamary, A.S.
|
|
|
32 |
C |
p. 1543-1552
|
artikel
|
| 66 |
Force tracking model and experimental verification on a novel magnetorheological damper with combined compensator for stay cables of bridge
|
Xu, Zhao-Dong
|
|
|
32 |
C |
p. 1971-1985
|
artikel
|
| 67 |
Form-finding of frame-supported tensile membrane structures using stochastic optimisation
|
Dutta, Subhrajit
|
|
|
32 |
C |
p. 2211-2221
|
artikel
|
| 68 |
Frequency-constrained optimization of large-scale dome-shaped trusses using chaotic water strider algorithm
|
Kaveh, A.
|
|
|
32 |
C |
p. 1604-1618
|
artikel
|
| 69 |
Full-scale experimental investigation of external-insulated cold-formed steel load-bearing walls under fire conditions
|
Liu, Kun
|
|
|
32 |
C |
p. 149-160
|
artikel
|
| 70 |
Global buckling behavior of blade stiffened compression flange of FRP box-beams
|
Kasiviswanathan, M.
|
|
|
32 |
C |
p. 1081-1091
|
artikel
|
| 71 |
Horizontal and vertical axis wind turbines on existing jacket platforms: Part 1 – A comparative study
|
Mendes, Paulo
|
|
|
32 |
C |
p. 1069-1080
|
artikel
|
| 72 |
Hysteretic performance of reinforced concrete external beam-column joint subassemblies using non-conventional diagonal bars
|
Ugale, Ashish B.
|
|
|
32 |
C |
p. 2042-2047
|
artikel
|
| 73 |
Identification of grouting compactness in bridge bellows based on the BP neural network
|
Liu, Hongjin
|
|
|
32 |
C |
p. 817-826
|
artikel
|
| 74 |
Influence of buried depth on seismic capacity of underground subway stations through performance-based evaluation
|
Chen, Zhiyi
|
|
|
32 |
C |
p. 194-203
|
artikel
|
| 75 |
Influence of intermediate stiffeners on the axial capacity of cold-formed steel back-to-back built-up unequal angle sections
|
Ananthi, G. Beulah Gnana
|
|
|
32 |
C |
p. 827-848
|
artikel
|
| 76 |
Influence of pounding buffer zone for mitigation of seismic response of curved bridges
|
Jiao, Chiyu
|
|
|
32 |
C |
p. 137-148
|
artikel
|
| 77 |
Initial shear demand in beams and one-way slabs subjected to blast load
|
Ardila-Giraldo, Oscar A.
|
|
|
32 |
C |
p. 1679-1691
|
artikel
|
| 78 |
Innovative and reliable model for shear strength of steel fibers reinforced concrete beams
|
Tarawneh, Ahmad
|
|
|
32 |
C |
p. 1015-1025
|
artikel
|
| 79 |
Investigating different methods for application of earthquake records in seismic evaluation of irregular RC bridges considering incident angles
|
Tehrani, Payam
|
|
|
32 |
C |
p. 1717-1733
|
artikel
|
| 80 |
Investigation of side plate connections in an S-CFST column frame under a column-loss scenario
|
Zhang, Wang
|
|
|
32 |
C |
p. 1302-1319
|
artikel
|
| 81 |
Investigation on seismic performance of weak-axis moment connections with European profiles
|
Peker, Kerem
|
|
|
32 |
C |
p. 254-267
|
artikel
|
| 82 |
Leveraging artificial intelligence for more accurate and reliable predictions of anchors shear breakout capacity in thin concrete members
|
Tarawneh, Ahmad
|
|
|
32 |
C |
p. 1005-1014
|
artikel
|
| 83 |
Limited sensor-based bridge condition assessment using vehicle-induced nonstationary measurements
|
Singh, Premjeet
|
|
|
32 |
C |
p. 1207-1220
|
artikel
|
| 84 |
Long-term safety assessment of large-scale arch dam based on non-probabilistic reliability analysis
|
Zhao, Erfeng
|
|
|
32 |
C |
p. 298-312
|
artikel
|
| 85 |
Modal experiment and model updating for Yingzhou Bridge
|
Cheng, X.X.
|
|
|
32 |
C |
p. 746-759
|
artikel
|
| 86 |
Modal identification of concrete arch dam by fully automated operational modal identification
|
Mostafaei, Hasan
|
|
|
32 |
C |
p. 228-236
|
artikel
|
| 87 |
Modal testing and evaluation of cracks on cantilever beam using mode shape curvatures and natural frequencies
|
Chinka, Siva Sankara Babu
|
|
|
32 |
C |
p. 1386-1397
|
artikel
|
| 88 |
Modeling of ultra-high performance fiber reinforced concrete columns under eccentric loading
|
Sakr, Mohammed A.
|
|
|
32 |
C |
p. 2195-2210
|
artikel
|
| 89 |
Multistage-based evaluation of tunnelling effects on the skin friction of adjacent building piles in layered media
|
Li, Hongjiang
|
|
|
32 |
C |
p. 96-105
|
artikel
|
| 90 |
Nonlinear analysis of elliptical concrete-filled stainless steel tubular short columns under axial compression
|
Ahmed, Mizan
|
|
|
32 |
C |
p. 1374-1385
|
artikel
|
| 91 |
Numerical analysis of natural rubber bearing equipped with steel and shape memory alloys dampers
|
Sheikhi, Javad
|
|
|
32 |
C |
p. 1839-1855
|
artikel
|
| 92 |
Numerical analysis of square concrete-filled double skin steel tubular columns with rubberized concrete
|
Ayough, Pouria
|
|
|
32 |
C |
p. 1026-1047
|
artikel
|
| 93 |
Numerical and analytical modeling of seismic behavior of beam-column joints retrofitted with ultra-high performance fiber reinforced concrete
|
Bahraq, Ashraf A.
|
|
|
32 |
C |
p. 1986-2003
|
artikel
|
| 94 |
Numerical studies on restrained cold-formed steel column subjected to transient thermal loading
|
Senthilkumar, R.
|
|
|
32 |
C |
p. 161-169
|
artikel
|
| 95 |
Numerical study for the impact of torsional amplification on the seismic response of self-centring braces equipped with different shape memory alloy materials
|
Abraik, Emad
|
|
|
32 |
C |
p. 505-515
|
artikel
|
| 96 |
Numerical study on the resistance of thread-fixed one-side bolts: Tensile and bearing strength
|
Latour, M.
|
|
|
32 |
C |
p. 958-972
|
artikel
|
| 97 |
On the accuracy of enhanced pushover procedures for seismic performance evaluation of code-conforming RC moment-resisting frame buildings subjected to pulse-like and non-pulse-like excitations
|
Daei, Aydin
|
|
|
32 |
C |
p. 929-945
|
artikel
|
| 98 |
On the application of the yield-line method to masonry infills subjected to combined in-plane and out-of-plane loads
|
Liberatore, Laura
|
|
|
32 |
C |
p. 1287-1301
|
artikel
|
| 99 |
Optimal design of structures under earthquake loads using basic modal displacements method enhanced by fuzzy c-means clustering
|
Balaghi, Sadegh
|
|
|
32 |
C |
p. 778-791
|
artikel
|
| 100 |
Optimal design of truss structures using a hybrid method based on particle swarm optimizer and cultural algorithm
|
Jafari, Malihe
|
|
|
32 |
C |
p. 391-405
|
artikel
|
| 101 |
Parametric study on seismic response of the knee braced frame with friction damper
|
Ghafouri-Nejad, Amir
|
|
|
32 |
C |
p. 2073-2087
|
artikel
|
| 102 |
Performance assessment of high strength concrete two-sided corbels with embedded stiffened web-rolled steel
|
Shakir, Qasim M.
|
|
|
32 |
C |
p. 1469-1480
|
artikel
|
| 103 |
Performance-based assessment of seismic-resilient steel moment resisting frames equipped with innovative column base connections
|
Elettore, Elena
|
|
|
32 |
C |
p. 1646-1664
|
artikel
|
| 104 |
Performance-based seismic assessment of an historic high-rise masonry building considering soil-structure interaction
|
Wang, Guojue
|
|
|
32 |
C |
p. 38-53
|
artikel
|
| 105 |
Performance evaluation of RC-MRFs with UHPSFRC and SMA rebars subjected to mainshock-aftershock sequences
|
Ghasemi, Marziyeh
|
|
|
32 |
C |
p. 1871-1887
|
artikel
|
| 106 |
Performance of circular hollow concrete columns with a single layer of transverse reinforcement
|
Liang, Xiao
|
|
|
32 |
C |
p. 15-27
|
artikel
|
| 107 |
Performance of concrete-filled stainless steel tubes subjected to concentric tension: Numerical investigation and parametric study
|
Ye, Yong
|
|
|
32 |
C |
p. 2222-2231
|
artikel
|
| 108 |
Performance of the hollow-core cross-laminated timber (HC-CLT) floor under human-induced vibration
|
Huang, Haoyu
|
|
|
32 |
C |
p. 1481-1491
|
artikel
|
| 109 |
Polyethylene-steel fibre engineered cementitious composites for bridge link slab application
|
Zhu, Shiyao
|
|
|
32 |
C |
p. 1763-1776
|
artikel
|
| 110 |
Post-fire behavior of unconfined and steel tube confined rubberized concrete under axial compression
|
Akbarzadeh Bengar, Habib
|
|
|
32 |
C |
p. 731-745
|
artikel
|
| 111 |
Practical application of a novel prefabricated curling ice rink supported by steel–concrete composite floors: In situ measurements of static and dynamic response
|
Zhang, Wenyuan
|
|
|
32 |
C |
p. 1888-1906
|
artikel
|
| 112 |
Pre-damage effect on the residual behavior of externally post-tensioned fatigued steel-concrete composite beams
|
Alsharari, Fahad
|
|
|
32 |
C |
p. 578-587
|
artikel
|
| 113 |
Prediction analysis of deflection in the construction of composite box-girder bridge with corrugated steel webs based on MEC-BP neural networks
|
Wang, Xudong
|
|
|
32 |
C |
p. 691-700
|
artikel
|
| 114 |
Probabilistic damage evaluation of base-isolated reinforced concrete structures under near-fault pulse-like bidirectional seismic excitations
|
Nazarnezhad, Taha
|
|
|
32 |
C |
p. 1156-1170
|
artikel
|
| 115 |
Probabilistic seismic performance evaluation of nuclear containment structure subjected to far-fault ground motions
|
Jin, Song
|
|
|
32 |
C |
p. 2232-2246
|
artikel
|
| 116 |
PROS and CONS of linear and nonlinear seismic analyses for existing URM structures: Application to a historical building
|
Sandoli, Antonio
|
|
|
32 |
C |
p. 532-547
|
artikel
|
| 117 |
Quantum Teaching-Learning-Based Optimization algorithm for sizing optimization of skeletal structures with discrete variables
|
Kaveh, A.
|
|
|
32 |
C |
p. 1798-1819
|
artikel
|
| 118 |
Quasi-static and nonlinear time-history analyses of post-tensioned bridge rocking piers with internal ED bars
|
Li, Yongxing
|
|
|
32 |
C |
p. 1455-1468
|
artikel
|
| 119 |
Quasi-static strength of bridge fingerplates under various design parameters
|
Mutnbak, Mohammed
|
|
|
32 |
C |
p. 2161-2173
|
artikel
|
| 120 |
Research on the post-buckling strength of screw composite thin plate with large deflection
|
Zhang, Lei
|
|
|
32 |
C |
p. 204-215
|
artikel
|
| 121 |
Resonance of steel wind turbines: Problems and solutions
|
Bernuzzi, Claudio
|
|
|
32 |
C |
p. 65-75
|
artikel
|
| 122 |
Role of strong motion duration on seismic responses of high concrete faced rockfill dams
|
Wang, Xingliang
|
|
|
32 |
C |
p. 1092-1102
|
artikel
|
| 123 |
Seismic behavior of PVC-CFRP confined reinforced concrete columns: An experimental study
|
Yu, Feng
|
|
|
32 |
C |
p. 313-328
|
artikel
|
| 124 |
Seismic behaviour of a new type of external hoop assembled joint for RC Frame- added layer hybrid structure
|
Pan, Xiuzhen
|
|
|
32 |
C |
p. 170-193
|
artikel
|
| 125 |
Seismic fragility models for typical non-engineered URM residential buildings in Malawi
|
Giordano, Nicola
|
|
|
32 |
C |
p. 2266-2278
|
artikel
|
| 126 |
Seismic performance of square concrete columns reinforced with grade 600 MPa longitudinal and transverse reinforcement steel under high axial load
|
Shi, Qingxuan
|
|
|
32 |
C |
p. 1955-1970
|
artikel
|
| 127 |
Seismic responses and design recommendations for a plate-shell integrated concrete liquid-storage structure
|
Cheng, Xuansheng
|
|
|
32 |
C |
p. 461-473
|
artikel
|
| 128 |
Seismic retrofit of 3000 kVA power transformer using friction dampers and prestressed tendons
|
Naeem, Asad
|
|
|
32 |
C |
p. 641-650
|
artikel
|
| 129 |
Seismic strengthening of conventional timber structures using resilient braces
|
Hashemi, Ashkan
|
|
|
32 |
C |
p. 1619-1633
|
artikel
|
| 130 |
Seismic vulnerability of masonry churches in Abruzzi region, Italy
|
Zizi, Mattia
|
|
|
32 |
C |
p. 662-680
|
artikel
|
| 131 |
Shear behavior of RC beams reinforced with internal trussed steel strips at shear span zone
|
Etman, Emad E.
|
|
|
32 |
C |
p. 1734-1751
|
artikel
|
| 132 |
Shear behaviour of RC beams strengthened using geosynthetic materials by external and internal confinement
|
Majumder, Subhrasmita
|
|
|
32 |
C |
p. 1665-1678
|
artikel
|
| 133 |
Shear strengthening of RC beams using side near surface mounted CFRP ropes and strips
|
Saadah, Marwa
|
|
|
32 |
C |
p. 380-390
|
artikel
|
| 134 |
Simple and effective strategies to generate diverse designs for truss structures
|
Cai, Qi
|
|
|
32 |
C |
p. 268-278
|
artikel
|
| 135 |
Simplified joint-slippage model of bolted joint in lattice transmission tower
|
Gan, Yi-de
|
|
|
32 |
C |
p. 1192-1206
|
artikel
|
| 136 |
Smart control and seismic analysis of concrete frames with piezoelectric layer based on mathematical modelling and numerical method
|
Karegar, Masoud
|
|
|
32 |
C |
p. 1171-1179
|
artikel
|
| 137 |
Soil-structure interaction effect on seismic retrofit of a soft first-story structure
|
Nasab, Mohammad Seddiq Eskandari
|
|
|
32 |
C |
p. 1553-1564
|
artikel
|
| 138 |
Soil-structure interaction effects on the seismic collapse capacity of steel moment-resisting frame buildings
|
Hamidia, Mohammadjavad
|
|
|
32 |
C |
p. 1331-1345
|
artikel
|
| 139 |
SSI influence on the seismic response of asymmetrical small, low-rise R/C buildings
|
Askouni, Paraskevi K.
|
|
|
32 |
C |
p. 1355-1373
|
artikel
|
| 140 |
Static and free vibration analyses of moderately thick hyperbolic paraboloidal cross ply laminated composite shell structure
|
Nath Thakur, Sandipan
|
|
|
32 |
C |
p. 876-888
|
artikel
|
| 141 |
Steel plate shear walls with partial length connection to vertical boundary element
|
Haji Mirsadeghi, Mohammad Reza
|
|
|
32 |
C |
p. 1820-1838
|
artikel
|
| 142 |
Steel web panel influence on seismic behavior of proposed precast RCS connections
|
Bakhtiari Doost, Rooholah
|
|
|
32 |
C |
p. 87-95
|
artikel
|
| 143 |
Strength and chloride ion penetration resistance of ultra-high-performance fiber reinforced geopolymer concrete
|
Mousavinejad, Seyed Hosein Ghasemzadeh
|
|
|
32 |
C |
p. 1420-1427
|
artikel
|
| 144 |
Strengthening of heat-damaged steel fiber-reinforced concrete using CFRP composites: Experimental study and analytical modeling
|
Nematzadeh, Mahdi
|
|
|
32 |
C |
p. 1856-1870
|
artikel
|
| 145 |
Stress–strain model for high-strength concrete tied columns under concentric compression
|
Koksal, H.O.
|
|
|
32 |
C |
p. 216-227
|
artikel
|
| 146 |
Structural behaviour of novel composite beams consisting of geopolymer concrete and high-performance concrete
|
Nikbakht, Ehsan
|
|
|
32 |
C |
p. 106-115
|
artikel
|
| 147 |
Structural behaviour of thin-walled CHS-RHS T-joints: Experimental and numerical assessment
|
Guerra, Messias
|
|
|
32 |
C |
p. 548-561
|
artikel
|
| 148 |
Structural performance of corroded reinforced concrete beams made with fiber-reinforced self-compacting concrete
|
Rajesh Kumar, K.
|
|
|
32 |
C |
p. 1145-1155
|
artikel
|
| 149 |
Structural response of simple partially-clad steel frames to long-duration blast loading
|
Cannon, Laura
|
|
|
32 |
C |
p. 1260-1270
|
artikel
|
| 150 |
Structure soil structure interaction of conventional and base-isolated building subjected to real earthquake
|
Bandyopadhyay, Srijit
|
|
|
32 |
C |
p. 474-493
|
artikel
|
| 151 |
Study on live load reduction factors of train for long span multitrack railway suspension bridges
|
Li, Wenjie
|
|
|
32 |
C |
p. 1180-1191
|
artikel
|
| 152 |
Study on the influence of connection ring on the stability of assembly columns applied in demountable structures
|
Liu, Cong
|
|
|
32 |
C |
p. 494-504
|
artikel
|
| 153 |
Study on the shear performance of adhesive shear connectors in push-out tests
|
Zhan, Yulin
|
|
|
32 |
C |
p. 2103-2117
|
artikel
|
| 154 |
Suitability of rock-filled concrete for constructing flexural structures
|
Khalafalla, Mohamed S.
|
|
|
32 |
C |
p. 1565-1576
|
artikel
|
| 155 |
The bending behaviour of antisymmetric cross-ply laminates using high-order shear deformation theories and a Radial Point Interpolation Method
|
Rodrigues, D.E.S.
|
|
|
32 |
C |
p. 1589-1603
|
artikel
|
| 156 |
The effect of interfacial slip on the flexural behavior of steel-bamboo composite beams
|
Duan, Yamin
|
|
|
32 |
C |
p. 2060-2072
|
artikel
|
| 157 |
The influence of reinforcement strengthening on seismic response and index correlation for high arch dams by endurance time analysis method
|
Xu, Qiang
|
|
|
32 |
C |
p. 355-379
|
artikel
|
| 158 |
The single-loop Kriging model combined with Bayes’ formula for time-dependent failure probability based global sensitivity
|
Lei, Jingyu
|
|
|
32 |
C |
p. 987-996
|
artikel
|
| 159 |
Unseating of single-span bridges with skew angles out of the limit range for free rotation
|
Wu, Suiwen
|
|
|
32 |
C |
p. 1320-1330
|
artikel
|
| 160 |
Vulnerability and retrofitting of torsionally deformable RC buildings: A case study
|
Mulas, Maria Gabriella
|
|
|
32 |
C |
p. 861-875
|
artikel
|
| 161 |
Wake-induced vibrations of iced pin joint hangers of suspension bridges based on wind tunnel test and new method of transiting test
|
Li, Shengli
|
|
|
32 |
C |
p. 588-603
|
artikel
|
Tijdschrift beschrijving