| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A chaos game Optimization-based model updating technique for structural damage identification under incomplete noisy measurements and temperature variations
|
Dinh-Cong, D.
|
|
|
48 |
C |
p. 1271-1284
|
artikel
|
| 2 |
A data-driven model for predicting the fatigue life of 7075–2 T651 aluminum alloy considering the effects of the size of pits
|
XuanRui, Yu
|
|
|
48 |
C |
p. 947-961
|
artikel
|
| 3 |
An analytical method for adjusting dead load allocation between side and central cables in a cable-stayed bridge with three cable planes
|
Zhang, Wen-ming
|
|
|
48 |
C |
p. 1761-1771
|
artikel
|
| 4 |
An Analytical Model for Three-Tower Self-Anchored Suspension Bridges with Longitudinal Tower-Girder Connections
|
Liu, Shuang
|
|
|
48 |
C |
p. 1455-1467
|
artikel
|
| 5 |
An effective procedure for extracting mode shapes of simply-supported bridges using virtual contact-point responses of two-axle vehicles
|
Liu, Yaxiong
|
|
|
48 |
C |
p. 2082-2097
|
artikel
|
| 6 |
An environmentally robust design of a high-speed pendulum-type laser vibrometer using an advanced position-sensitive detector for vibration frequency monitoring of tower-like structures
|
Pham, Duy Hoa
|
|
|
48 |
C |
p. 390-396
|
artikel
|
| 7 |
An evolutionary machine learning-based model to estimate the rheological parameters of fresh concrete
|
Nazar, Sohaib
|
|
|
48 |
C |
p. 1670-1683
|
artikel
|
| 8 |
A novel clevis-based beam-column model to investigate the hysteretic characteristics of steel moment connections: Experimental and numerical simulations
|
Rastegaran, Mostafa
|
|
|
48 |
C |
p. 576-601
|
artikel
|
| 9 |
A novel design criterion for I-shape beams of steel MRF buildings in subduction-zone earthquake-prone areas
|
Bosco, Melina
|
|
|
48 |
C |
p. 2098-2115
|
artikel
|
| 10 |
Application of adaptive neuro-fuzzy inference system and differential evolutionary optimization for predicting rock displacement in tunnels and underground spaces
|
Zhou, Xiaoguang
|
|
|
48 |
C |
p. 1891-1906
|
artikel
|
| 11 |
Assessment of the seismic behavior of self-centering eccentrically braced frames with vertical link-beam
|
Rofooei, Fayaz R.
|
|
|
48 |
C |
p. 1285-1305
|
artikel
|
| 12 |
A strength degradation model of PBL shear connectors under fatigue load
|
Chen, Yang
|
|
|
48 |
C |
p. 1684-1692
|
artikel
|
| 13 |
A truncated reliability analysis method with the fuzzy boundary
|
Yao, He
|
|
|
48 |
C |
p. 1808-1816
|
artikel
|
| 14 |
Axial compression capacity of rectangular CFST columns under random pitting corrosion
|
Zhao, Zhongwei
|
|
|
48 |
C |
p. 1230-1243
|
artikel
|
| 15 |
Axial compressive behavior of mega steel-reinforced high-strength concrete columns with different steel sections
|
Dong, Hongying
|
|
|
48 |
C |
p. 1158-1174
|
artikel
|
| 16 |
Behavior of elliptical buckling-restrained braces under cyclic axial load
|
Zhou, Yun
|
|
|
48 |
C |
p. 331-345
|
artikel
|
| 17 |
Behaviour of square concrete-filled steel tubes reinforced with internal latticed steel angles under bending
|
Wang, Jun
|
|
|
48 |
C |
p. 1436-1454
|
artikel
|
| 18 |
Bending behaviours of load-carrying fillet welds around misaligned hollow structural sections
|
Wang, Zhi-Yu
|
|
|
48 |
C |
p. 1057-1071
|
artikel
|
| 19 |
Bending performance of dapped-end beams having web opening: Experimental and numerical investigation
|
Aksoylu, Ceyhun
|
|
|
48 |
C |
p. 736-753
|
artikel
|
| 20 |
CFRP contribution to load-carrying capacity of retrofitted geopolymer concrete beams
|
Ozturk, Mehdi
|
|
|
48 |
C |
p. 1391-1402
|
artikel
|
| 21 |
Characterization of mechanical properties of in-service nickel-based alloy by continuous indentation
|
Zhang, Jianlong
|
|
|
48 |
C |
p. 1346-1355
|
artikel
|
| 22 |
Classification method for failure modes of RC columns based on class-imbalanced datasets
|
Yu, Bo
|
|
|
48 |
C |
p. 694-705
|
artikel
|
| 23 |
Closed-form solution of Timoshenko frames with semi-rigid connections
|
Molina-Villegas, Juan Camilo
|
|
|
48 |
C |
p. 212-225
|
artikel
|
| 24 |
Collapse failure analysis and fragility analysis of a transmission tower-line system subjected to the multidimensional ground motion of different input directions
|
Tian, Li
|
|
|
48 |
C |
p. 1018-1028
|
artikel
|
| 25 |
Comparative study of using rotation influence lines and their derivatives for structural damage detection
|
Nady, Hazem O.
|
|
|
48 |
C |
p. 397-409
|
artikel
|
| 26 |
Comparison of mechanical and structural performance of fire-resistant steels at elevated temperatures
|
Kumar, Waibhaw
|
|
|
48 |
C |
p. 478-491
|
artikel
|
| 27 |
Comparison of the results of numerical and experimental studies of the design of a radial-beam dome with triangular membrane core-shells
|
Sabitov, Linar
|
|
|
48 |
C |
p. 1118-1127
|
artikel
|
| 28 |
Compression performance and failure mechanism of honeycomb structures fabricated with reinforced wood
|
Fan, Zixuan
|
|
|
48 |
C |
p. 1868-1882
|
artikel
|
| 29 |
Continuous-wave-laser surface cleaning of high strength bolts: Analysis of bolt axial force loss
|
Wang, Qidi
|
|
|
48 |
C |
p. 1598-1608
|
artikel
|
| 30 |
Corrigendum to “Performance-based seismic design of an irregular tall building — A case study” [Struct. 5 (2016) 112–122]
|
Özuygur, Ali Ruzi
|
|
|
48 |
C |
p. 1157
|
artikel
|
| 31 |
Corrosion characteristics of tapered sleeve locking-type splicing reinforcement in precast segmental bridge piers
|
Wang, Jian
|
|
|
48 |
C |
p. 1907-1919
|
artikel
|
| 32 |
Crack detection in arbitrary beam cross-sections using a new mass-spring system
|
Ghadimi, Siamak
|
|
|
48 |
C |
p. 133-146
|
artikel
|
| 33 |
Damping performance of the degraded fluid viscous damper due to oil leakage
|
Hu, Shangtao
|
|
|
48 |
C |
p. 1609-1619
|
artikel
|
| 34 |
Design of geometric variables of hold-down and angle bracket connections for lateral resistance enhancement of cross-laminated timber (CLT) walls considering the influence of wood species, load-grain angles, and floor conditions
|
Khai Tran, Dang
|
|
|
48 |
C |
p. 1003-1017
|
artikel
|
| 35 |
Determination of stress-strain relationship based on alkali activator ratios in geopolymer concretes and development of empirical formulations
|
Özbayrak, Ahmet
|
|
|
48 |
C |
p. 2048-2061
|
artikel
|
| 36 |
Development of a software package with GUI for the evaluation of monolithicity factors of RC jacketed columns
|
Minafò, Giovanni
|
|
|
48 |
C |
p. 1939-1948
|
artikel
|
| 37 |
Drift capacity and allowable axial load level of RC columns
|
Aydemir, Cem
|
|
|
48 |
C |
p. 1072-1081
|
artikel
|
| 38 |
Durability degradation simulation of RC structure based on gamma process considering two-dimensional chloride diffusion and life probabilistic prediction
|
Zhang, Zhenhao
|
|
|
48 |
C |
p. 159-171
|
artikel
|
| 39 |
Dynamic response and damage assessment of a prestressed T-shaped simply supported girder bridge under contact explosion
|
Jun-hua, Hu
|
|
|
48 |
C |
p. 40-52
|
artikel
|
| 40 |
Effect of cushion types on the seismic response of structure with disconnected pile raft foundation
|
Yang, Yang
|
|
|
48 |
C |
p. 1333-1345
|
artikel
|
| 41 |
Effect of polyurea layer on ballistic behavior of ceramic/metal armor
|
Si, Peng
|
|
|
48 |
C |
p. 1856-1867
|
artikel
|
| 42 |
Energy-based solution for the plastic buckling of stainless steel circular cylindrical shells
|
Dehwah, Osamah H.A.
|
|
|
48 |
C |
p. 2024-2036
|
artikel
|
| 43 |
Equivalent geometrical imperfections for local and global interaction buckling of welded square box section columns
|
Radwan, M.
|
|
|
48 |
C |
p. 1403-1419
|
artikel
|
| 44 |
Estimation of dynamic wind forces on a steel lattice tower based on generalized wind force spectra
|
Zhang, Wentong
|
|
|
48 |
C |
p. 1634-1650
|
artikel
|
| 45 |
Estimation of patch-loading resistance of steel girders with unequal trapezoidal web-corrugation folds using nonlinear FE models and artificial neural networks
|
Kumar, Showkat Ahmad
|
|
|
48 |
C |
p. 1651-1669
|
artikel
|
| 46 |
Estimation of ultimate capacities of Moment-Resisting Frame’s subassemblies with Mid-Storey Pin connection based on elastoplastic local buckling
|
Fujak, Szymon M.
|
|
|
48 |
C |
p. 410-426
|
artikel
|
| 47 |
Evaluating the failure load of high-rise reinforced concrete walls under fire loading using the yield design approach
|
Yang, Mingguan
|
|
|
48 |
C |
p. 934-946
|
artikel
|
| 48 |
Evaluation of seismic performance of precast concrete walls with X-shaped steel plate bracings
|
Liu, Zelong
|
|
|
48 |
C |
p. 1548-1566
|
artikel
|
| 49 |
Experimental and analytical investigation on effect of openings in behavior of reinforced concrete deep beam and enhanced by CFRP laminates
|
Abed, Huda Saad
|
|
|
48 |
C |
p. 706-716
|
artikel
|
| 50 |
Experimental and analytical investigations on tension stiffening of reinforced engineered cementitious composites members
|
Liu, Kun
|
|
|
48 |
C |
p. 976-988
|
artikel
|
| 51 |
Experimental and analytical study of RC beams strengthened with prestressed near-surface mounted 7075 aluminum alloy bars
|
Li, Xiangyu
|
|
|
48 |
C |
p. 1693-1706
|
artikel
|
| 52 |
Experimental and numerical investigation of shear strength at dapped end beams having different shear span and recess corner length
|
Aksoylu, Ceyhun
|
|
|
48 |
C |
p. 79-90
|
artikel
|
| 53 |
Experimental and numerical investigations of block shear failure in gusset plates welded to double angle members
|
Ghaderi-Garekani, Majid
|
|
|
48 |
C |
p. 1356-1372
|
artikel
|
| 54 |
Experimental and numerical study of the effect of steel Tie-rods on load-bearing capacity of Persian brick arches
|
Fazeli, Houman
|
|
|
48 |
C |
p. 64-78
|
artikel
|
| 55 |
Experimental and numerical study on hysteretic behavior of Double-Layer and Single-Layer aluminum alloy gusset joints
|
Chen, Zhihua
|
|
|
48 |
C |
p. 809-822
|
artikel
|
| 56 |
Experimental and numerical study on the consequence of seismic-induced transversal poundings for a simply-supported bridge
|
Meng, Dongliang
|
|
|
48 |
C |
p. 91-107
|
artikel
|
| 57 |
Experimental assessment of mechanical and physical performance of latex modified concrete with fine recycled aggregate
|
Al-Luhybi, Ashtar S.
|
|
|
48 |
C |
p. 1932-1938
|
artikel
|
| 58 |
Experimental research on static and cyclic pullout behavior of cast-in-place anchors with steel sleeve
|
Guo, Junying
|
|
|
48 |
C |
p. 1883-1890
|
artikel
|
| 59 |
Experimental study of tensile properties of strain-hardening cementitious composites (SHCCs) reinforced with innovative twisted basalt fibers
|
Pang, Zhiming
|
|
|
48 |
C |
p. 1977-1988
|
artikel
|
| 60 |
Experimental study on forced response characteristics and anti-dislocation performance of articulated tunnel structure under dislocation action of normal fault
|
Zhang, Yang
|
|
|
48 |
C |
p. 867-881
|
artikel
|
| 61 |
Experimental study on mechanical properties of the key connection joint for the continuous welded stainless steel roof system
|
Wang, Dayang
|
|
|
48 |
C |
p. 53-63
|
artikel
|
| 62 |
Experimental study on seismic behaviour of precast recycled fine aggregate concrete columns with pressed sleeve connections
|
Yuan, Chang-Min
|
|
|
48 |
C |
p. 1373-1390
|
artikel
|
| 63 |
Experimental study on stable bearing capacity of wheel-buckle formwork support frames
|
Yu, Haifeng
|
|
|
48 |
C |
p. 1175-1189
|
artikel
|
| 64 |
Fabrication of sustainable green bricks by the effective utilization of tannery sludge as main additive
|
Jothilingam, M.
|
|
|
48 |
C |
p. 182-194
|
artikel
|
| 65 |
Failure mechanism and design method for box girder bridge with interior hinged supports under eccentrically vertical loads
|
Shi, Xuefei
|
|
|
48 |
C |
p. 438-449
|
artikel
|
| 66 |
Failure mechanism and static bearing capacity on circular RC members under asymmetrical lateral impact train collision
|
AL-Bukhaiti, Khalil
|
|
|
48 |
C |
p. 1817-1832
|
artikel
|
| 67 |
Fatigue performance and optimal design of corrugated steel–concrete composite bridge deck
|
Zhang, Zhe
|
|
|
48 |
C |
p. 427-437
|
artikel
|
| 68 |
Feasibility of using Fe-SMA rebar as cracking resistance spiral stirrup in the anchorage zone of post-tensioned prestressed concrete
|
Ji, Jianghao
|
|
|
48 |
C |
p. 823-838
|
artikel
|
| 69 |
Flexural performance of pre-damaged RC beams strengthened with different configurations of UHPFRC layer –experimental and analytical investigation
|
Ahmad, Shamsad
|
|
|
48 |
C |
p. 1772-1787
|
artikel
|
| 70 |
Further analysis on mechanical behaviors of blind-bolted T-stub connections to CFDST columns
|
Zhang, Yu-Fen
|
|
|
48 |
C |
p. 1964-1976
|
artikel
|
| 71 |
Handling policies for Italian existing bridges with a territorial approach: the case study of Caserta, Italy
|
Zizi, Mattia
|
|
|
48 |
C |
p. 1306-1321
|
artikel
|
| 72 |
Hierarchical policy for seismic intervention of school buildings at urban scale
|
Karatzetzou, Anna
|
|
|
48 |
C |
p. 669-680
|
artikel
|
| 73 |
High-temperature mechanical properties of constructional 6082-T6 aluminum alloy extrusion
|
Yin, Liang
|
|
|
48 |
C |
p. 1244-1258
|
artikel
|
| 74 |
Hysteretic behavior of geopolymeric recycled concrete-filled steel tubes under combined compression-bending-torsion
|
Yang, Yuxing
|
|
|
48 |
C |
p. 1420-1435
|
artikel
|
| 75 |
Implementation of damped bipedal inverted pendulum model of pedestrian into FE environment for prediction of vertical structural vibration
|
Lin, Bintian
|
|
|
48 |
C |
p. 523-532
|
artikel
|
| 76 |
Implementation of shaking table based offline hybrid testing through neural networks
|
Tang, Zhenyun
|
|
|
48 |
C |
p. 21-30
|
artikel
|
| 77 |
Influence of anchor design parameters on flexural performance of hybrid bonded-fiber reinforced polymer strengthened reinforced concrete beams
|
Gao, Lei
|
|
|
48 |
C |
p. 1029-1045
|
artikel
|
| 78 |
Influence of corrosion inhibitors on two different concrete systems under combined chloride and carbonated environment
|
Tiwari, Ashish Kumar
|
|
|
48 |
C |
p. 717-735
|
artikel
|
| 79 |
Influence of fire scenario on dynamic behavior of RC columns in structures: A refined simulation
|
Li, Xiaoya
|
|
|
48 |
C |
p. 108-124
|
artikel
|
| 80 |
Influence of support interface on the lateral performance of rocking columns in traditional Chinese timber structures
|
Wu, Ya-Jie
|
|
|
48 |
C |
p. 2037-2047
|
artikel
|
| 81 |
In-plane elastic properties of the Euplectella aspergillum inspired lattice structures: Analytic modelling, finite element modelling and experimental validation
|
Sharma, Deepak
|
|
|
48 |
C |
p. 962-975
|
artikel
|
| 82 |
Isogeometric free vibration analysis of trapezoidally corrugated FG-GRC laminated panels using higher-order shear deformation theory
|
Mohammadi, Hassan
|
|
|
48 |
C |
p. 642-656
|
artikel
|
| 83 |
Local bearing capacity of steel beam webs with random pit corrosion
|
Zhao, Zhongwei
|
|
|
48 |
C |
p. 1259-1270
|
artikel
|
| 84 |
Mapping the strength of agro-ecological lightweight concrete containing oil palm by-product using artificial intelligence techniques
|
Ashrafian, Ali
|
|
|
48 |
C |
p. 1209-1229
|
artikel
|
| 85 |
Mechanical properties of concrete prepared using seawater, sea sand and spontaneous combustion coal gangue
|
Guan, Hongbo
|
|
|
48 |
C |
p. 172-181
|
artikel
|
| 86 |
Multi-hazard vulnerability for single-walled full-assembled underground stations
|
Qiu, Tong
|
|
|
48 |
C |
p. 602-615
|
artikel
|
| 87 |
Multi-objective time–cost trade-off optimization for the construction scheduling with Rao algorithms
|
Yılmaz, Mehmet
|
|
|
48 |
C |
p. 798-808
|
artikel
|
| 88 |
Nonlinear dynamic snap-through and vibrations of temperature-dependent FGM deep arch under sudden thermal shock
|
Zhu, Yunhui
|
|
|
48 |
C |
p. 1620-1633
|
artikel
|
| 89 |
Numerical and experimental study on structural behavior of restrained CHS T-joints in transient fire tests
|
Zhang, Y.
|
|
|
48 |
C |
p. 511-522
|
artikel
|
| 90 |
Numerical evaluation on the effect of rebar corrosion on long-term structural behavior of underground RC culverts
|
Han, Sun-Jin
|
|
|
48 |
C |
p. 1920-1931
|
artikel
|
| 91 |
Numerical investigations on flexural behavior of I-shaped CFRP-encased high-strength square concrete filled steel tubes
|
Li, Guo-Chang
|
|
|
48 |
C |
p. 681-693
|
artikel
|
| 92 |
Numerical modeling for assessing progressive collapse risk of RC buildings exposed to blast loads
|
Elsanadedy, Hussein
|
|
|
48 |
C |
p. 1190-1208
|
artikel
|
| 93 |
Numerical study on the structural response of a masonry arch bridge subject to flood flow and debris impact
|
Majtan, Eda
|
|
|
48 |
C |
p. 782-797
|
artikel
|
| 94 |
Numerical study on upgrading beam-column connections in steel framed buildings for progressive collapse mitigation
|
Alrubaidi, Mohammed
|
|
|
48 |
C |
p. 1576-1597
|
artikel
|
| 95 |
Optimized combined forecasting model for hybrid signals in the displacement monitoring data of concrete dams
|
Wei, Bowen
|
|
|
48 |
C |
p. 1989-2002
|
artikel
|
| 96 |
Optimized strength modelling of foamed concrete using principal component analysis featurized regressors
|
Pan, Pengfei
|
|
|
48 |
C |
p. 1730-1745
|
artikel
|
| 97 |
Optimum design of 3D reinforced concrete frames using IPGO algorithm
|
Kaveh, Ali
|
|
|
48 |
C |
p. 1848-1855
|
artikel
|
| 98 |
Optimum shapes and dimensions of rubber bumpers in order to reduce structural pounding during seismic excitations
|
Khatami, S.M.
|
|
|
48 |
C |
p. 1046-1056
|
artikel
|
| 99 |
Performance-Based seismic design and evaluation of out-of-code structure on Nanjing Financial City
|
Yang, Qin
|
|
|
48 |
C |
p. 1102-1117
|
artikel
|
| 100 |
Perpendicular-to-grain dowel-bearing strength behavior of side pressure laminated bamboo lumber
|
Ling, Tingting
|
|
|
48 |
C |
p. 754-767
|
artikel
|
| 101 |
Probabilistic analysis of crack tip mechanical properties in welded joints for nuclear structures
|
Zhao, Kuan
|
|
|
48 |
C |
p. 125-132
|
artikel
|
| 102 |
Probabilistic performance assessment of eccentric braced frames using artificial neural networks combined with correlation latin hypercube sampling
|
Masoomzadeh, Mohsen
|
|
|
48 |
C |
p. 226-240
|
artikel
|
| 103 |
Probabilistic progressive collapse assessment for RC framed-wall structure
|
Ibrahim, A.R.
|
|
|
48 |
C |
p. 551-575
|
artikel
|
| 104 |
Probabilistic seismic fragility assessment of vertical storage tank with a floating roof
|
Wang, Mengzhu
|
|
|
48 |
C |
p. 318-330
|
artikel
|
| 105 |
Random vibration analysis of the maglev vehicle-guideway system using a probability density evolution method with uncertain parameters
|
Zhang, Peng
|
|
|
48 |
C |
p. 346-359
|
artikel
|
| 106 |
Reliability-assisted determination of partial factors for the design of main cables considering secondary stress effect
|
Xiao, Rucheng
|
|
|
48 |
C |
p. 1479-1490
|
artikel
|
| 107 |
Research on compressive behavior of CFRP-confined CFDST stub columns with square stainless steel outer tube
|
Tang, Hongyuan
|
|
|
48 |
C |
p. 450-464
|
artikel
|
| 108 |
Research on monitoring index of transverse cooperative working performance of assembled multi-girder bridges based on displacement spectrum similarity measure
|
Dan, Danhui
|
|
|
48 |
C |
p. 1322-1332
|
artikel
|
| 109 |
Research on the local-distortional interaction buckling capacity of stainless steel lipped C-section columns
|
Zhao, Jiahui
|
|
|
48 |
C |
p. 2003-2023
|
artikel
|
| 110 |
Residual seismic resistance of CFDST columns after a close-in explosion: Experimental study
|
Gao, Bin
|
|
|
48 |
C |
p. 1082-1101
|
artikel
|
| 111 |
Residual storey drift estimation of the MDOF system with the weak storey under seismic excitations using the BP network
|
Wei, Mingkang
|
|
|
48 |
C |
p. 465-477
|
artikel
|
| 112 |
Retrofit of RC buildings using vertical shear links and hybrid connections
|
Javadi, Pasha
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Seismic behavior of the assembled walls using uniform precast hollow-core concrete panels restrained by cast-in-place boundary elements in single-story buildings
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Ci, Meng-Yao
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48 |
C |
p. 195-211
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artikel
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| 114 |
Seismic behaviour and modelling of rectangular FRP-concrete-steel tubular columns under axial compression and cyclic lateral loading
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Zhang, Bing
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48 |
C |
p. 1505-1518
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artikel
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| 115 |
Seismic behaviour of I-beams bolted CFST column connection using extended TSOBs
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Sun, Lele
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48 |
C |
p. 882-900
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artikel
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| 116 |
Seismic performance and damage assessment of earthquake-damaged HSRAC columns with UHSS repaired by CFRP jackets
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Liu, Xiao
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48 |
C |
p. 241-257
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artikel
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| 117 |
Seismic performance and numerical analysis of steel plate-fiber reinforced concrete composite coupling beams
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Tian, Jianbo
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48 |
C |
p. 258-274
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artikel
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| 118 |
Seismic performance of RC interior wide beam-column joints
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Jiang, Qing
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48 |
C |
p. 373-389
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artikel
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| 119 |
Seismic vulnerability assessment of the rail transport capability of a long-span cable-stayed bridge
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Duan, Jiahong
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48 |
C |
p. 360-372
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artikel
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| 120 |
Seismic vulnerability procedures for historical masonry structural aggregates: Analysis of the historical centre of Castelpoto (South Italy)
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Chieffo, Nicola
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48 |
C |
p. 852-866
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artikel
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| 121 |
Self-heating of viscous dampers under short- & long-duration loads: Experimental observations and numerical simulations
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Lak, Hassan
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48 |
C |
p. 275-287
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artikel
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| 122 |
Shaking table test study on dynamic performance of a base-isolated frame structure under an isolation bearing removal scenario
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Han, Bo
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48 |
C |
p. 1141-1156
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artikel
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| 123 |
Shear capacity prediction of buckling-restrained SPSWs with beam-connected only using response surface method
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Tan, Ji-Ke
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48 |
C |
p. 304-317
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artikel
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| 124 |
Shear connection performance of cold-formed steel and plywood composite flooring systems: Experimental and numerical investigation
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Al-Hunaity, Suleiman A.
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48 |
C |
p. 901-917
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artikel
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| 125 |
Shear strength degradation mechanism dependent on size increase in RC slender beams by using 3D Rigid-Body-Spring-Method
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Fu, Li
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48 |
C |
p. 989-1002
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artikel
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| 126 |
Shear strengthening of RC beams using FRCM system made with industrial wastes
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Ramezani, Ahmadreza
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48 |
C |
p. 1833-1847
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artikel
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| 127 |
Shear strength of post-installed connectors in thin UHPC precast walls
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Prejs, Andy
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48 |
C |
p. 492-510
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artikel
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| 128 |
Size and layout optimum design of frames with steel plate shear walls by metaheuristic optimization algorithms
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Saedi Daryan, Amir
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48 |
C |
p. 657-668
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artikel
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| 129 |
Static performance of non-through one-side bolted end-plate joint for floor-by-floor assembled steel structures
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Li, Yuan-Qi
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48 |
C |
p. 288-303
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artikel
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| 130 |
Story shear distribution of high strength steel frame with D-eccentric braces based on multi-seismic-hazard levels
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shen, Li
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48 |
C |
p. 616-641
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artikel
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| 131 |
Structural behavior of shear deficient high performance reinforced concrete exterior joints under bending
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Yeganeh, A.E.
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48 |
C |
p. 1707-1721
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artikel
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| 132 |
Structural damage assessment of RC slab strengthened with POZD coated steel plate under contact explosion
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Wang, Wei
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48 |
C |
p. 31-39
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artikel
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| 133 |
Structural robustness of composite modular buildings: The roles of CFST columns and inter-module connections
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Swami, Gaurav
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48 |
C |
p. 1491-1504
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artikel
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| 134 |
Study of mechanical properties of grouting defective sleeve
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Qu, Xiushu
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48 |
C |
p. 1128-1140
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artikel
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| 135 |
Study on multi-scale damage and failure mechanism of steel fiber reinforced concrete: Experimental and numerical analysis
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Lu, Fucong
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48 |
C |
p. 768-781
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artikel
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| 136 |
Study on seismic behavior of oblique CFRP corrugated plate-steel plate light weight sandwich composite shear wall
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Yu, Jin-Guang
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48 |
C |
p. 2062-2081
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artikel
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| 137 |
Suppressing wind-induced bending and torsional vibrations of long-span bridges by series-type tuned mass damper inerters (STMDIs)
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Li, Zhenchuan
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48 |
C |
p. 918-933
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artikel
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| 138 |
Synergetic effects of hybrid nano-blended cement on mechanical properties of conventional concrete: Experimental and analytical evaluation
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Shahpari, Mehran
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48 |
C |
p. 1519-1536
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artikel
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| 139 |
Synthetic experimental and numerical investigation on the vertical seismic effect on underground structures
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Chen, Qingjun
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48 |
C |
p. 1-20
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artikel
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| 140 |
The dismantling method of wheel-spoke cable-strut tension structures based on experimental and numerical study
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Yang, Jiaqi
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48 |
C |
p. 1949-1963
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artikel
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| 141 |
The effect of environmental temperature on influence line of concrete beam type bridge
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He, Wen-Yu
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48 |
C |
p. 1468-1478
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artikel
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| 142 |
The effect of joint stiffness on optimization design strategies for gridshells: The role of rigid, semi-rigid and hinged joints
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Tomei, Valentina
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48 |
C |
p. 147-158
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artikel
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| 143 |
The evaluation of the seismic performance of tall bridge piers with non-adaptive pushover methods
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Lu, Xingji
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48 |
C |
p. 839-851
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artikel
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| 144 |
The shear lag effect of composite box girder bridges with corrugated steel webs
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Jiang, Ruijuan
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48 |
C |
p. 1746-1760
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artikel
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| 145 |
Topology optimization applied to the core of structural engineered wood product
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de Vito Jr., Artur Fernando
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48 |
C |
p. 1567-1575
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artikel
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| 146 |
Variable angle shear test and finite element simulation of polyurethane – bentonite composite structure
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Li, Manjun
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48 |
C |
p. 1722-1729
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artikel
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| 147 |
Vibration analysis of functionally graded material (FGM) double layered floating raft structure by the spectro-geometric method
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He, Dongze
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48 |
C |
p. 533-550
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artikel
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| 148 |
Workability & mechanical properties of the single and hybrid basalt fiber reinforced volcanic ash-based cement mortars after freeze–thaw cycles
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Guler, Soner
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48 |
C |
p. 1537-1547
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