| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A case study on the restoration of a three-story historical structure based on field tests, laboratory tests and finite element analyses
|
Cakir, Ferit
|
|
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44 |
C |
p. 1356-1391
|
artikel
|
| 2 |
Advanced critical temperature method for steel beams exposed to different fire scenarios
|
Song, Tian-Yi
|
|
|
44 |
C |
p. 200-215
|
artikel
|
| 3 |
Aftershock performance evaluation of shear wall structures with replaceable coupling beam including low-cycle degradation
|
Gong, Nan
|
|
|
44 |
C |
p. 713-727
|
artikel
|
| 4 |
A hydrostatic test study on the waterproofing of an underground ecological granary using a plastic-concrete system
|
Zhang, Hao
|
|
|
44 |
C |
p. 58-71
|
artikel
|
| 5 |
An advanced intensity measure for aftershock collapse fragility assessment of structures
|
Yakhchalian, Mansoor
|
|
|
44 |
C |
p. 933-946
|
artikel
|
| 6 |
Analytical investigations of concrete beams reinforced with FRP bars under static loads
|
Sarhan, Mazin M.
|
|
|
44 |
C |
p. 152-158
|
artikel
|
| 7 |
Analytical solution for quick decision of tied–arch bridge parameters at early-design stage based on Hellinger–Reissner variational method
|
Feng, Qian
|
|
|
44 |
C |
p. 1443-1453
|
artikel
|
| 8 |
Anchorage behavior of large shear reinforcements with anchor heads and 180-degree hooks
|
Yuan, Lin-Lin
|
|
|
44 |
C |
p. 647-664
|
artikel
|
| 9 |
A new insight into metaheuristic optimization method using a hybrid of PSO, GSA, and GWO
|
Biabani, Fatemeh
|
|
|
44 |
C |
p. 1168-1189
|
artikel
|
| 10 |
A new performance measure approach with an adaptive step length selection method hybridized with decoupled reliability-based design optimization
|
Ilchi Ghazaan, Majid
|
|
|
44 |
C |
p. 977-987
|
artikel
|
| 11 |
An experimental study to determine the optimum depth of steel anchors in RC subjected to shear force
|
Odacioglu, Orhan Gazi
|
|
|
44 |
C |
p. 1321-1327
|
artikel
|
| 12 |
A probabilistic model for fatigue crack growth prediction based on closed-form solution
|
Wang, Teng
|
|
|
44 |
C |
p. 1583-1596
|
artikel
|
| 13 |
A review of mobile sensing of bridges using moving vehicles: Progress to date, challenges and future trends
|
Malekjafarian, Abdollah
|
|
|
44 |
C |
p. 1466-1489
|
artikel
|
| 14 |
A review of WAAM for steel construction – Manufacturing, material and geometric properties, design, and future directions
|
Evans, Sian I.
|
|
|
44 |
C |
p. 1506-1522
|
artikel
|
| 15 |
Assessment of an old reinforced concrete open-spandrel arch railway bridge
|
Ozakgul, Kadir
|
|
|
44 |
C |
p. 284-294
|
artikel
|
| 16 |
A theoretical model for prediction of shear strength in reinforced concrete beams with discrete or continuous transverse reinforcement
|
Zakerinejad, Mohammad
|
|
|
44 |
C |
p. 436-456
|
artikel
|
| 17 |
A variance-based approach for the detection and localization of cracks in a beam
|
Kumar, Ramnivas
|
|
|
44 |
C |
p. 1261-1277
|
artikel
|
| 18 |
Axial compressive behavior and load-bearing capacity of steel tubular-corrugated steel plate confined concrete composite columns
|
Sun, Ze-Xuan
|
|
|
44 |
C |
p. 135-151
|
artikel
|
| 19 |
Behavior and design of axially loaded high-strength concrete-filled circular aluminum tubular short columns
|
Yan, Xi-Feng
|
|
|
44 |
C |
p. 357-371
|
artikel
|
| 20 |
Behavior of beam-column joints with high performance fiber-reinforced concrete under cyclic loading
|
Wang, Dehong
|
|
|
44 |
C |
p. 171-185
|
artikel
|
| 21 |
Behavior of steel fiber reinforced concrete beams with CFRP wrapped lap splice bars
|
Al-Mamory, Zainab Kareem
|
|
|
44 |
C |
p. 1995-2011
|
artikel
|
| 22 |
Behaviour and design of the ‘lockbolt’ demountable shear connector for sustainable steel-concrete composite structures
|
He, Jun
|
|
|
44 |
C |
p. 988-1010
|
artikel
|
| 23 |
Behaviour of cold-formed steel-concrete composite columns under axial compression: Experimental and numerical study
|
R., Senthilkumar
|
|
|
44 |
C |
p. 487-502
|
artikel
|
| 24 |
Behaviour of vertically loaded steel beams under a travelling fire
|
Shakil, Saani
|
|
|
44 |
C |
p. 1-17
|
artikel
|
| 25 |
Blast shock wave attenuation in square cross-sectional truss based meso-scale lattice architectures
|
Ye, Jiayi
|
|
|
44 |
C |
p. 755-765
|
artikel
|
| 26 |
Bond behavior of stainless steel components and concrete: A review
|
Wang, Jizhong
|
|
|
44 |
C |
p. 1247-1260
|
artikel
|
| 27 |
Comparison study on the impact compression mechanical properties of coral aggregate concrete and ordinary Portland concrete
|
Cai, Yang
|
|
|
44 |
C |
p. 1403-1415
|
artikel
|
| 28 |
Component repair cost functions in Indian context for seismic loss estimation of reinforced concrete buildings
|
Aggarwal, Yati
|
|
|
44 |
C |
p. 1974-1994
|
artikel
|
| 29 |
Compression behaviours of aluminium alloy I-column at low temperatures
|
Yan, Jia-Bao
|
|
|
44 |
C |
p. 418-435
|
artikel
|
| 30 |
Control performance assessment of cable-MR damper system based on pole assignment theory
|
Huang, H.W.
|
|
|
44 |
C |
p. 785-795
|
artikel
|
| 31 |
Corrosion effect on the flexural behaviour of concrete filled steel tubulars with single and double skins using engineered cementitious composite
|
Alraeeini, Ahmed Saleh
|
|
|
44 |
C |
p. 1680-1694
|
artikel
|
| 32 |
Corrosion initiation and its effect on bond characteristics and service life of reinforced concrete systems with Cement-Polymer-Composite coated steel rebars
|
Kamde, Deepak K.
|
|
|
44 |
C |
p. 248-260
|
artikel
|
| 33 |
Damage-controlled allowable maximum stress of the stirrup for HSRC beam members based on lower-bound theory
|
Chiu, Chien-Kuo
|
|
|
44 |
C |
p. 965-976
|
artikel
|
| 34 |
Damage survey and seismic vulnerability assessment of unreinforced masonry structures in low-intensity Ambasa earthquake of northeast India
|
Debnath, Pranoy
|
|
|
44 |
C |
p. 372-388
|
artikel
|
| 35 |
Damping performance optimization of the magnetorheological damper with three parallel channels
|
Zhu, Zhuangguo
|
|
|
44 |
C |
p. 1962-1973
|
artikel
|
| 36 |
Derivation of in-plane macroscopic elastoplastic behavior of ISEB masonry walls
|
Sahli, Ghada
|
|
|
44 |
C |
p. 84-100
|
artikel
|
| 37 |
Design, preparation and characterization of a 3D hierarchical auxetic lattice structure produced by selective laser melting
|
Gao, Mu
|
|
|
44 |
C |
p. 1219-1231
|
artikel
|
| 38 |
Deterministic combination prediction model of concrete arch dam displacement based on residual correction
|
Xiong, Fangjin
|
|
|
44 |
C |
p. 1011-1024
|
artikel
|
| 39 |
Development of a novel fuse type mechanical connector
|
Şenol, Erkan
|
|
|
44 |
C |
p. 618-632
|
artikel
|
| 40 |
Direct shear performance of UHPC Multi-Keyed epoxy joint
|
Pan, Rensheng
|
|
|
44 |
C |
p. 1898-1909
|
artikel
|
| 41 |
Ductile behavior of RC column reinforced with Velcro seismic reinforcement system (VSRS)
|
Kim, Sangwoo
|
|
|
44 |
C |
p. 796-808
|
artikel
|
| 42 |
Dynamic characteristics and seismic response analysis of the bottle-shaped masonry ancient pagoda
|
Wu, Xiaoqin
|
|
|
44 |
C |
p. 1648-1659
|
artikel
|
| 43 |
Effect of opening shape, size and location on the punching shear behaviour of RC flat slabs
|
El-Shafiey, Tarek F.
|
|
|
44 |
C |
p. 1138-1151
|
artikel
|
| 44 |
Effect of spontaneous-combustion coal gangue aggregate on axial performance of square concrete-filled steel tube stub columns
|
Xu, Qian
|
|
|
44 |
C |
p. 216-235
|
artikel
|
| 45 |
Effects and global sensitivity analysis of vibrator-ground coupling parameters on ground force under excitation of sweep frequency
|
Li, Gang
|
|
|
44 |
C |
p. 18-29
|
artikel
|
| 46 |
Energy-based fragility curves of building structures equipped with viscous dampers
|
Zhou, Ying
|
|
|
44 |
C |
p. 1660-1679
|
artikel
|
| 47 |
Experimental and analytical assessment on rubberized concrete interlocking grouted masonry walls under eccentric loading
|
Al-Fakih, Amin
|
|
|
44 |
C |
p. 893-903
|
artikel
|
| 48 |
Experimental and numerical investigation of the uniaxial compression behavior of SRG-Jacketed R/C columns
|
Katsamakas, Antonios A.
|
|
|
44 |
C |
p. 603-617
|
artikel
|
| 49 |
Experimental and numerical study on seismic performance of a novel type of cold-formed steel shear wall with built-in sandwich panels
|
Wang, Chungang
|
|
|
44 |
C |
p. 1105-1126
|
artikel
|
| 50 |
Experimental assessment of in-plane behavior of traditional Tibetan three-leaf walls
|
Jiang, Yuhong
|
|
|
44 |
C |
p. 698-712
|
artikel
|
| 51 |
Experimental investigation of axial strength of damaged concrete-filled FRP tubes
|
Taveras, Osvaldo
|
|
|
44 |
C |
p. 1783-1796
|
artikel
|
| 52 |
Experimental investigation on the low temperature fracture performance of Q690 steel for application to long-span high-speed railway bridges in Tibet harsh environment
|
Gao, Jie
|
|
|
44 |
C |
p. 503-513
|
artikel
|
| 53 |
Experimental investigations on the structural performance and calculation analysis of reinforced alkali-activated materials (AAMs) beams
|
Cong, Xinyu
|
|
|
44 |
C |
p. 1490-1505
|
artikel
|
| 54 |
Experimental studies on slip friction device using symmetric friction connections
|
Cui, Yao
|
|
|
44 |
C |
p. 1886-1897
|
artikel
|
| 55 |
Experimental study of the influence of the shear strength of panel zones on the mechanical properties of steel frame structures
|
Sui, Weining
|
|
|
44 |
C |
p. 42-57
|
artikel
|
| 56 |
Experimental study on failure characteristics of rock-fiber concrete composite under compression load
|
Yang, Liyun
|
|
|
44 |
C |
p. 1863-1873
|
artikel
|
| 57 |
Experimental study on spatial mechanical properties of grout anchor lap joints
|
Wan, Lijun
|
|
|
44 |
C |
p. 728-739
|
artikel
|
| 58 |
Experimental study on the bonding behavior of post-embedded steel bar and brick masonry
|
Liu, Tingbin
|
|
|
44 |
C |
p. 1036-1045
|
artikel
|
| 59 |
Experimental study on the seismic performance of RC frames considering the cast sequence of infilled walls and columns
|
Lata, A.
|
|
|
44 |
C |
p. 186-199
|
artikel
|
| 60 |
Explainable machine learning aided optimization of masonry infilled reinforced concrete frames
|
Latif, Iqra
|
|
|
44 |
C |
p. 1751-1766
|
artikel
|
| 61 |
Explainable machine learning based efficient prediction tool for lateral cyclic response of post-tensioned base rocking steel bridge piers
|
Wakjira, Tadesse G.
|
|
|
44 |
C |
p. 947-964
|
artikel
|
| 62 |
Finite element analysis of square FRP-Concrete-Steel columns under concentric compression
|
Izadi, Amin
|
|
|
44 |
C |
p. 1312-1320
|
artikel
|
| 63 |
Finite element modeling of masonry elements reinforced with the CAM system
|
Di Re, P.
|
|
|
44 |
C |
p. 740-754
|
artikel
|
| 64 |
Flexural performance of RC beams strengthened with inorganic adhesive bonded NSM CFRP bar
|
Yu, Jin-Guang
|
|
|
44 |
C |
p. 1025-1035
|
artikel
|
| 65 |
Flexural strengthening of reinforced concrete T-beams using a composite of prestressed steel wire ropes embedded in polyurethane cement (PSWR-PUC): Theoretical analysis
|
Zhang, Kexin
|
|
|
44 |
C |
p. 1278-1287
|
artikel
|
| 66 |
Form-finding and optimization for free form grid structures supported by branching columns based on updated force density method
|
Zhao, Zhongwei
|
|
|
44 |
C |
p. 1190-1203
|
artikel
|
| 67 |
Impact and post-impact behaviours of steel-reinforced concrete-filled steel tubular columns after exposure to fire
|
Ji, Sun-Hang
|
|
|
44 |
C |
p. 680-697
|
artikel
|
| 68 |
Inelastic acceleration ratio of structures under pulse-like earthquake ground motions
|
Garakaninezhad, Alireza
|
|
|
44 |
C |
p. 1799-1810
|
artikel
|
| 69 |
Influence of ground motion frequency content on the nonlinear response and seismic performance of RC moment frame structures
|
Hassannejad, Ali
|
|
|
44 |
C |
p. 476-486
|
artikel
|
| 70 |
Innovations in manufacturing, analysis, design, and applications of fiber-reinforced polymer composites
|
Boyajian, David
|
|
|
44 |
C |
p. 404
|
artikel
|
| 71 |
Investigation of welding temperature field and residual stresses of corrugated steel web girders
|
Ji, Wei
|
|
|
44 |
C |
p. 1416-1428
|
artikel
|
| 72 |
Investigation on the influence mechanism of polyurea material property on the blast resistance of polyurea-steel composite plate
|
Zhang, Long
|
|
|
44 |
C |
p. 1910-1927
|
artikel
|
| 73 |
Investigation on the seismic performance of single-span RC frame school buildings retrofitted with wing walls under different seismic design intensities
|
Zhang, Lingxin
|
|
|
44 |
C |
p. 1945-1961
|
artikel
|
| 74 |
Investigations on the lateral-torsional buckling of an innovative U-shaped steel beam
|
Turetta, Maxime
|
|
|
44 |
C |
p. 1328-1346
|
artikel
|
| 75 |
Lateral load behaviour of Glass Fibre Reinforced Gypsum walls supported on Reinforced Concrete frames
|
Krishna, S R Gouri
|
|
|
44 |
C |
p. 548-565
|
artikel
|
| 76 |
Life cycle resilience assessment of RC frame structures considering multiple-hazard
|
Li, Yiming
|
|
|
44 |
C |
p. 1844-1862
|
artikel
|
| 77 |
Locating damages of space trusses by combining cross-model modal strain energy and wavelet transform
|
Zhang, Yaru
|
|
|
44 |
C |
p. 120-134
|
artikel
|
| 78 |
Long-term deflection monitoring of a box girder bridge with an optical-fiber, liquid-level system
|
Lee, Zheng-Kuan
|
|
|
44 |
C |
p. 904-919
|
artikel
|
| 79 |
Low-velocity impact behavior of two-way RC slab strengthening with carbon TRM strips
|
Selim Şengel, Hasan
|
|
|
44 |
C |
p. 1695-1714
|
artikel
|
| 80 |
Machine learning-driven seismic failure mode identification of reinforced concrete shear walls based on PCA feature extraction
|
Xiong, Qingsong
|
|
|
44 |
C |
p. 1429-1442
|
artikel
|
| 81 |
Monitoring of in-place strength in concrete structures using maturity method – An overview
|
Miller, Dane
|
|
|
44 |
C |
p. 1081-1104
|
artikel
|
| 82 |
New interaction formula for plastic resistance of channel sections under combinations of bending moments My,Ed, Mz,Ed and bimoment BEd
|
Agüero, A.
|
|
|
44 |
C |
p. 594-602
|
artikel
|
| 83 |
Nonlinear dynamic behaviour and seismic fragility analysis of irregular multi-span RC bridges
|
Afsar Dizaj, Ebrahim
|
|
|
44 |
C |
p. 1730-1750
|
artikel
|
| 84 |
Nonlinear vibration analysis of FGM sandwich structure under thermal loadings
|
Sahoo, Brundaban
|
|
|
44 |
C |
p. 1392-1402
|
artikel
|
| 85 |
Nonlinear vibration responses of lattice sandwich beams with FGM facesheets based on an improved thermo-mechanical equivalent model
|
Zhang, Wei
|
|
|
44 |
C |
p. 920-932
|
artikel
|
| 86 |
Numerical and simplified analytical investigation on RC frame behaviours under progressive collapse scenarios
|
Pham, Anh Tuan
|
|
|
44 |
C |
p. 880-892
|
artikel
|
| 87 |
Numerical simulation of seismic response of Slope–Foundation–Structure interaction for mid–rise RC buildings at various locations
|
Bahuguna, Ashish
|
|
|
44 |
C |
p. 343-356
|
artikel
|
| 88 |
Optimum displacement profile for the direct displacement-based design of steel moment-resisting frames
|
Arab, Mohammadamin
|
|
|
44 |
C |
p. 323-342
|
artikel
|
| 89 |
Optimum sizing design of steel frame structures through maximum energy dissipation of friction dampers under seismic excitations
|
Artar, Musa
|
|
|
44 |
C |
p. 1928-1944
|
artikel
|
| 90 |
Parametric finite element study of novel corrugated steel deck for two-way action in steel-concrete composite floors
|
John, Keerthana
|
|
|
44 |
C |
p. 1152-1167
|
artikel
|
| 91 |
Performance evaluation of FPS and LRB isolated frames under main and aftershocks of an earthquake
|
Vibhute, Aditi Shivachandra
|
|
|
44 |
C |
p. 1532-1545
|
artikel
|
| 92 |
Performance of exterior beam-column connections with innovative bar anchorage schemes: Numerical investigation
|
El-Naqeeb, Mohamed H.
|
|
|
44 |
C |
p. 534-547
|
artikel
|
| 93 |
Performance of precast concrete bridge piers with grouted sleeve connections against vehicle impact
|
Zhao, Wuchao
|
|
|
44 |
C |
p. 1874-1885
|
artikel
|
| 94 |
Postfire residual capacity of steel fiber reinforced volcanic scoria concrete using PSO-BPNN machine learning
|
Cai, Bin
|
|
|
44 |
C |
p. 236-247
|
artikel
|
| 95 |
Predicting the maximum deflection and girder-end rotation of a three-tower suspension bridge under live load: An analytical algorithm
|
Zhang, Wen-ming
|
|
|
44 |
C |
p. 295-305
|
artikel
|
| 96 |
Prediction of compressive strength of masonry structures: Integrating three optimized models by virtue of committee machine
|
Gholami, Mahsa
|
|
|
44 |
C |
p. 1127-1137
|
artikel
|
| 97 |
Pullout behavior of studs in ultra-high performance concrete with steel fibers and novel structural fibers
|
Li, Fuhai
|
|
|
44 |
C |
p. 405-417
|
artikel
|
| 98 |
Random forest-based algorithms for accurate evaluation of ultimate bending capacity of steel tubes
|
Ben Seghier, Mohamed El Amine
|
|
|
44 |
C |
p. 261-273
|
artikel
|
| 99 |
Reasonable completed state evaluation for hybrid cable-stayed suspension bridges: An analytical algorithm
|
Zhang, Wen-ming
|
|
|
44 |
C |
p. 1636-1647
|
artikel
|
| 100 |
Recent advancement of concrete dam health monitoring technology: A systematic literature review
|
Prakash, Guru
|
|
|
44 |
C |
p. 766-784
|
artikel
|
| 101 |
Reliability-based assessment of progressive collapse in horizontally irregular multi-story concrete buildings
|
Zaker Esteghamati, Mohsen
|
|
|
44 |
C |
p. 1597-1606
|
artikel
|
| 102 |
Reliability-based optimal control design for seismic-excited structures: A hybrid IS-MTLBO pseudo-double loop method
|
Hosseinaei, Saeed
|
|
|
44 |
C |
p. 1204-1218
|
artikel
|
| 103 |
Research into effect of hybrid steel fibers on the V-shaped RC folded plate thickness
|
Katlav, Metin
|
|
|
44 |
C |
p. 665-679
|
artikel
|
| 104 |
Research on shear behavior and resistance of UHPFRC-RC composite beam
|
Liu, Chao
|
|
|
44 |
C |
p. 1811-1823
|
artikel
|
| 105 |
Research on the transverse flexural performance of T-PBL joints between corrugated steel webs and concrete slabs
|
Changyu, Wang
|
|
|
44 |
C |
p. 1057-1069
|
artikel
|
| 106 |
Residual stresses of 550 MPa high strength steel welded cruciform sections: Experimental and numerical study
|
Cao, Xianlei
|
|
|
44 |
C |
p. 579-593
|
artikel
|
| 107 |
Retraction notice to “The effect of polypropylene fibres on the compressive strength, impact and heat resistance of self-compacting concrete” [Struct. 25C (2020) 72–87]
|
Karimipour, Arash
|
|
|
44 |
C |
p. 1797
|
artikel
|
| 108 |
Seismic collapse probability and life cycle cost assessment of isolated structures subjected to pounding with smart hybrid isolation system using a modified fuzzy based controller
|
Rayegani, Arash
|
|
|
44 |
C |
p. 30-41
|
artikel
|
| 109 |
Seismic fragility analysis of LRB-isolated bridges considering the uncertainty of regional temperatures using BP neural networks
|
Shi, Yan
|
|
|
44 |
C |
p. 566-578
|
artikel
|
| 110 |
Seismic performance and design of the damped-outrigger system incorporating buckling-restrained brace for buildings with various heights
|
Lin, Pao-Chun
|
|
|
44 |
C |
p. 1565-1582
|
artikel
|
| 111 |
Selection and modification of ground motion records using a weighted scaling method based on the Newmark-Hall target spectrum
|
Zhang, Rui
|
|
|
44 |
C |
p. 1546-1564
|
artikel
|
| 112 |
Shaking table experimental study on pounding between adjacent structures founded on different soil types
|
Miari, Mahmoud
|
|
|
44 |
C |
p. 851-879
|
artikel
|
| 113 |
Shear behavior of stainless-steel plate connectors for insulated precast concrete sandwich panels
|
Lou, Xiaohang
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Shear strengthening of RC shear-deficient beams with highly ductile fiber-reinforced concrete
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Li, Ruizhe
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44 |
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p. 159-170
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Size effect of square concrete-filled stainless steel tubular short columns under axial compression
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Liu, Xiaolong
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44 |
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p. 1715-1729
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artikel
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Slip behavior of stud connectors of steel-concrete composite beams in the whole process of fatigue loading
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Liang, Xiuyu
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44 |
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p. 1607-1616
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artikel
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Spatial variation of structural fragility due to supershear earthquakes
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Karthik Reddy, K.S.K.
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44 |
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p. 389-403
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Stainless steel ring strengthened removable dowel bar connection system: Effect of key parameters and design recommendations
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Guo, Jiachen
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44 |
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p. 1767-1782
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Static analysis and boundary effect of FG-CNTRC cylindrical shells with various boundary conditions using quasi-3D shear and normal deformations theory
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Duong, Van Quang
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44 |
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p. 828-850
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| 120 |
Strategies for Prevention, Protection, and Repair of Bridge Girders Vulnerable to Over-height Vehicle Impacts: A State-of-the-Art Review
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Das, Shagata
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44 |
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p. 514-533
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Strengthening of overloaded PRC beams with the combination of CFRP laminates bonding and resin injection
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Zhang, Yaosheng
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44 |
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p. 72-83
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artikel
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| 122 |
Strengthening of shear-critical reinforced concrete T-beams with anchored and non-anchored GFRP fabrics applications
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A.H. AL-Shalif, Sadeq
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44 |
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p. 809-827
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| 123 |
Study on bond behaviour of stainless steel reinforced concrete
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Xu, Chunyi
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44 |
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p. 1454-1465
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| 124 |
Study on characteristics and prediction model of jet impact concrete crushing based on SPH modeling
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Ju, Anjun
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44 |
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p. 1523-1531
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| 125 |
Study on compressive strength of lightweight concrete filled with cement-reinforced epoxy Macrospheres and basalt fibers
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Jiang, Tao
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44 |
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p. 1347-1355
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artikel
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Study on the compression performance of RC columns confined with CTRC based on ICCP technology in chloride environment
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Zhang, Qin
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44 |
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p. 633-646
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| 127 |
The cyclic bond behavior between H-shaped steel and recycled concrete
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Li, Hechao
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44 |
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p. 306-322
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| 128 |
The effect of post-tensioning force and different cable arrangements on the behavior of cable-stayed bridge
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Atmaca, Barbaros
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44 |
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p. 1824-1843
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The effect of tightening again on bolt loosening under transverse load: Experimental and finite element analysis
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Liu, Zhifeng
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44 |
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p. 1303-1311
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The influence of concrete compressive strength on the punching shear capacity of reinforced concrete flat slabs under different opening configurations and loading conditions
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Alrousan, Rajai Z.
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44 |
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p. 101-119
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The optimal opening ratio of the internal diaphragm of the beam to CFRST column connection
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Xia, Chengxin
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44 |
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p. 1288-1302
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Torsional effect of the single-bay masonry building considering seismic wave incident angle
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Liang, Wei
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p. 1232-1246
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Use of monitoring extreme strain data for failure probability analysis of concrete bridge girder: An optimal vine Gaussian-copula model
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Liu, Yuefei
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44 |
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p. 274-283
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Vehicle-bridge interaction system for long-span suspension bridge under random traffic distribution
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Shao, Yuefeng
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44 |
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p. 1070-1080
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Vehicle collision with RC structures: A state-of-the-art review
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Xu, Xiuchen
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Vibration serviceability assessment of the world's longest suspended footbridge in 2020
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Tadeu, António
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