| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A comparative study of shear strength prediction models for SFRC deep beams without stirrups using Machine learning algorithms
|
Alshboul, Odey
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|
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55 |
C |
p. 97-111
|
artikel
|
| 2 |
A general equation for estimation of time-dependent prestress losses in prestressed concrete members
|
Wang, Weinan
|
|
|
55 |
C |
p. 278-293
|
artikel
|
| 3 |
A multiobjective optimization parameters applied to additive manufacturing: DOE-based approach to 3D printing
|
Pereira, Rhuan José Ribeiro
|
|
|
55 |
C |
p. 1710-1731
|
artikel
|
| 4 |
Analysis of early-age mechanics and crack of the base plate on the bridge in summer based on eXtended FEM
|
Ye, Mengxuan
|
|
|
55 |
C |
p. 2403-2418
|
artikel
|
| 5 |
Analytical analysis on the static support reactions of single-column pier bridges using the grey wolf optimizer
|
Cao, Liang
|
|
|
55 |
C |
p. 2003-2012
|
artikel
|
| 6 |
A novel dynamic model parameter updating methodology of a sluice based on vibration response
|
Wang, Gang
|
|
|
55 |
C |
p. 215-230
|
artikel
|
| 7 |
A novel high-precision photogrammetric technique for monitoring subway tunnel deformation
|
Zhu, Aixi
|
|
|
55 |
C |
p. 2217-2231
|
artikel
|
| 8 |
A novel tuned mass damper inerter: optimal design, effectiveness comparison, and robustness investigation
|
Li, Yafeng
|
|
|
55 |
C |
p. 1262-1276
|
artikel
|
| 9 |
A numerical approach to bound the asymmetrically surface-damaged metallic strands response accounting for bending stiffness nonlinearity: Damage and structural integrity evaluation purposes
|
Beltrán, Juan Felipe
|
|
|
55 |
C |
p. 606-625
|
artikel
|
| 10 |
A numerical study on the seismic design of buildings seated over an RSM layer
|
Ghorbanzadeh, Samira
|
|
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55 |
C |
p. 46-58
|
artikel
|
| 11 |
Artificial intelligent techniques for prediction of rock strength and deformation properties – A review
|
Ali, Mujahid
|
|
|
55 |
C |
p. 1542-1555
|
artikel
|
| 12 |
Assessing the key factors affecting the substructure of ballast-less railway track under moving load using a double-beam model and random forest method
|
Koohmishi, Mehdi
|
|
|
55 |
C |
p. 1388-1405
|
artikel
|
| 13 |
Assessment of the technical condition of the Sukhumi Lighthouse, Abkhazia using passive seismic standing waves method
|
Fedin, K.V.
|
|
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55 |
C |
p. 2053-2059
|
artikel
|
| 14 |
A stacking-CRRL fusion model for predicting the bearing capacity of a steel-reinforced concrete column constrained by carbon fiber-reinforced polymer
|
Zhang, Ji-gang
|
|
|
55 |
C |
p. 1793-1804
|
artikel
|
| 15 |
6A13-T6 high-strength aluminium alloy columns under axial compression: Experiments, finite element analysis and design recommendations
|
Zhong, Chang-jun
|
|
|
55 |
C |
p. 71-84
|
artikel
|
| 16 |
Automatic bolt tightness detection using acoustic emission and deep learning
|
Fu, Wei
|
|
|
55 |
C |
p. 1774-1782
|
artikel
|
| 17 |
A variable fractional-order sliding mode controller for uncertain vibration building structures
|
Chen, Liping
|
|
|
55 |
C |
p. 2023-2035
|
artikel
|
| 18 |
Axial compressive behaviour of GPC filled FRP Tubes: Experimental and analytical investigations
|
Kanwal, Shaheen
|
|
|
55 |
C |
p. 650-663
|
artikel
|
| 19 |
Axial compressive performance of ultra-high performance concrete-filled steel tube stub columns at different concrete age
|
Yu, Min
|
|
|
55 |
C |
p. 664-676
|
artikel
|
| 20 |
Axial restraint performance of small span-to-depth ratio coupling beams reinforced with diagonal and rhombic bars
|
Tianxiang, Pi
|
|
|
55 |
C |
p. 1219-1234
|
artikel
|
| 21 |
Behavior of concrete-filled circular steel tubular stub columns exposed to corrosion and freeze–thaw cycles
|
Lyu, Xuetao
|
|
|
55 |
C |
p. 2266-2279
|
artikel
|
| 22 |
Behaviour factor and seismic safety of reinforced concrete structures designed according to Eurocodes
|
Ricci, Paolo
|
|
|
55 |
C |
p. 677-689
|
artikel
|
| 23 |
Behaviour of hybrid polypropylene and steel fibre reinforced ultra-high performance concrete beams against single and repeated impact loading
|
Wei, Jie
|
|
|
55 |
C |
p. 324-337
|
artikel
|
| 24 |
Bending, buckling and free vibration behaviours of 2D functionally graded curved beams
|
Karamanli, Armagan
|
|
|
55 |
C |
p. 778-798
|
artikel
|
| 25 |
Bending restoring force model of angle-steel reinforced concrete columns under combined torsion
|
Chen, Yuliang
|
|
|
55 |
C |
p. 2186-2198
|
artikel
|
| 26 |
Bond-slip at anchorage under unidirectional and bidirectional seismic excitation: Search for an efficient mathematical model
|
Santra, Atanu
|
|
|
55 |
C |
p. 1622-1644
|
artikel
|
| 27 |
Bond-slip response of corroded SD bars with recycled coarse aggregate concrete
|
Tariq, Faraz
|
|
|
55 |
C |
p. 2036-2052
|
artikel
|
| 28 |
Capacity assessment of segment-to-segment joints in precast unbonded segmental bridge decks under vertical seismic mainshock and aftershocks
|
Fard, Milad Afarini
|
|
|
55 |
C |
p. 2358-2369
|
artikel
|
| 29 |
Car side impact design optimization problem using giant trevally optimizer
|
Sadeeq, Haval Tariq
|
|
|
55 |
C |
p. 39-45
|
artikel
|
| 30 |
Collapse-based design method for simple seismic design of complex structural systems such as linked column frame system
|
Jaberi, Vahid
|
|
|
55 |
C |
p. 482-497
|
artikel
|
| 31 |
Collapse risk-targeted seismic design of concrete-filled steel tube frame-RC core tube structures
|
Shan, Wenchen
|
|
|
55 |
C |
p. 1470-1480
|
artikel
|
| 32 |
Computer-aided investigation of the tensile behavior of concrete: Relationship between direct and splitting tensile strength
|
Wu, Zhangyu
|
|
|
55 |
C |
p. 453-467
|
artikel
|
| 33 |
Conceptual design formulation and comparative assessment of a seismic retrofit procedure for existing RC structures based on combining member- and structure-level techniques
|
Lima, Carmine
|
|
|
55 |
C |
p. 1096-1108
|
artikel
|
| 34 |
Concrete-filled circular stainless-steel tubular columns subjected to low-temperature axial compression
|
Yan, Jia-Bao
|
|
|
55 |
C |
p. 916-932
|
artikel
|
| 35 |
Corrigendum to “Experimental and computational study on local buckling of standard and improved cold-formed square hollow sections under static and dynamic loading” [Structures 54 (2023) 291–317]
|
Cosgun, S.I.
|
|
|
55 |
C |
p. 1330
|
artikel
|
| 36 |
Corrosion-induced cracking behavior of lightweight aggregate concrete: Experimental and numerical study
|
Liu, Yang
|
|
|
55 |
C |
p. 2124-2142
|
artikel
|
| 37 |
Cost optimisation of steel I-girder cross-sections using genetic algorithms
|
Martins, J.P.
|
|
|
55 |
C |
p. 379-388
|
artikel
|
| 38 |
Crashworthiness performance and optimization of multi-cell aluminum tubes under axial loading
|
Yu, Yao
|
|
|
55 |
C |
p. 1556-1571
|
artikel
|
| 39 |
Cyclic performance of T-Shaped CFST column to steel beam joint with vertical stiffener
|
Dong, Xitong
|
|
|
55 |
C |
p. 1659-1674
|
artikel
|
| 40 |
Data-driven structural dynamic characteristics investigation by combining RDT and IVMD method
|
Xiong, Chunbao
|
|
|
55 |
C |
p. 2295-2306
|
artikel
|
| 41 |
Deformation mapping between pier settlement and maglev track for high-speed multi-span simply supported maglev bridge
|
Gong, Junhu
|
|
|
55 |
C |
p. 1980-1991
|
artikel
|
| 42 |
Deployable tubular bar structures with laterally confined flattened ends
|
Pérez-Valcárcel, J.
|
|
|
55 |
C |
p. 112-122
|
artikel
|
| 43 |
Development of hybrid rubber damper-restrainer (HRDR) system for structures under sever dynamic excitation
|
Mandani, Ali Mahmoudi
|
|
|
55 |
C |
p. 1354-1387
|
artikel
|
| 44 |
Durability performance of RC beams strengthened with CFRP laminates and galvanized steel mesh bonded with epoxy and mortar systems
|
Douier, Kais
|
|
|
55 |
C |
p. 338-353
|
artikel
|
| 45 |
Dynamic amplification of multi-span simply-supported prestressed concrete girder viaducts subjected to multi-body heavy vehicles
|
Mei, Shiyi
|
|
|
55 |
C |
p. 587-605
|
artikel
|
| 46 |
Earthquake data augmentation using wavelet transform for training deep learning based surrogate models of nonlinear structures
|
Parida, Siddharth S.
|
|
|
55 |
C |
p. 638-649
|
artikel
|
| 47 |
Eccentric compressive behavior of square concrete-filled stainless steel tube (CFSST) stub columns
|
Tang, Hongyuan
|
|
|
55 |
C |
p. 1920-1935
|
artikel
|
| 48 |
Effect of elastic foundation and porosity on buckling response of linearly varying functionally graded material plate
|
Kumar, V.
|
|
|
55 |
C |
p. 1186-1203
|
artikel
|
| 49 |
Effect of serviceability limit state and over-strength mechanism on seismic performance of self-centring low damage structures with friction connections
|
Hashemi, Ashkan
|
|
|
55 |
C |
p. 231-244
|
artikel
|
| 50 |
Effects of mixed corrosion damage on constitutive relation and ductile fracture behavior of butt-welded joints under cyclic loading
|
Wang, Hao
|
|
|
55 |
C |
p. 2341-2357
|
artikel
|
| 51 |
Effects of the embedding depth on the interfacial bond performance of horizontally NSM CFRP strips to concrete structures
|
Lv, Yigang
|
|
|
55 |
C |
p. 1084-1095
|
artikel
|
| 52 |
Effects of the soil–structure interaction and seismic vertical component on the response of a concrete surge tank
|
Lupattelli, Arianna
|
|
|
55 |
C |
p. 310-323
|
artikel
|
| 53 |
Efficient mix design method for lightweight high strength concrete: A machine learning approach
|
Sifan, Mohamed
|
|
|
55 |
C |
p. 1805-1822
|
artikel
|
| 54 |
Elastic stiffness and bearing mechanism of eccentrically braced steel frames
|
Li, Shen
|
|
|
55 |
C |
p. 818-833
|
artikel
|
| 55 |
End diaphragm and interior cross frame modeling in steel tub girder superstructures
|
Dolati, A.
|
|
|
55 |
C |
p. 147-159
|
artikel
|
| 56 |
Establishment and effect analysis of traffic load for long-span bridge via fusion of parameter correlation
|
Di, Wang
|
|
|
55 |
C |
p. 1992-2002
|
artikel
|
| 57 |
Evaluation and comparison of seismic performance of industrially and traditionally constructed buildings in Iran, a case study of Yasooj
|
Sadeghi, Ali
|
|
|
55 |
C |
p. 747-762
|
artikel
|
| 58 |
Evaluation of ground motion intensity measures for time-history dynamic analysis of isolated bridges
|
Dai, Jian-Cheng
|
|
|
55 |
C |
p. 1306-1319
|
artikel
|
| 59 |
Experimental and analytical study of high performance concrete beams reinforced with Basalt FRP bars
|
Adam, Maher A.
|
|
|
55 |
C |
p. 510-530
|
artikel
|
| 60 |
Experimental and numerical investigations of tensile behavior of slip-critical blind bolts anchored in concrete-filled steel tubes
|
Gao, Xing
|
|
|
55 |
C |
p. 354-369
|
artikel
|
| 61 |
Experimental and numerical study on shear behavior of shear pockets between ultra-high-performance and normal concrete for precast girder bridges
|
Chen, Liang
|
|
|
55 |
C |
p. 1645-1658
|
artikel
|
| 62 |
Experimental assessment of crack prediction methods in international design codes for edge restrained walls
|
El Khoury, Karim
|
|
|
55 |
C |
p. 1447-1459
|
artikel
|
| 63 |
Experimental characterization of concrete-to-concrete interface shear strength design-oriented constitutive parameters
|
Monserrat-López, Andrea
|
|
|
55 |
C |
p. 1172-1185
|
artikel
|
| 64 |
Experimental investigation on axial local compressive behavior of square concrete-filled double tubular stub columns
|
Qiao, Qiyun
|
|
|
55 |
C |
p. 2157-2174
|
artikel
|
| 65 |
Experimental investigation on the friction behavior of CFRP plate in contact with sandblasted steel plate
|
Duo, Yongyu
|
|
|
55 |
C |
p. 2491-2503
|
artikel
|
| 66 |
Experimental study and analysis of RC beams shear strengthened with FRP/SMA composites
|
Xue, Yan-Jie
|
|
|
55 |
C |
p. 1936-1948
|
artikel
|
| 67 |
Experimental study and theoretical analysis on lateral stiffness of RC frame-frame truss composite wall
|
Yong, Xin
|
|
|
55 |
C |
p. 701-717
|
artikel
|
| 68 |
Experimental study on soil-structure interaction of steel frame under seismic excitations
|
Wu, Mingze
|
|
|
55 |
C |
p. 2280-2294
|
artikel
|
| 69 |
Experimental study on the performance of shear connections between local UHPC slabs and GFRP girders
|
Liu, Renlong
|
|
|
55 |
C |
p. 1966-1979
|
artikel
|
| 70 |
Experimental study on the plastic hinge region of precast segmental bridge piers strengthened by CFRP
|
Zhao, Jianfeng
|
|
|
55 |
C |
p. 1853-1860
|
artikel
|
| 71 |
Experimental study on torsional behavior of tapered high strength thin-walled concrete-filled double-skin steel tubular columns
|
Li, Bo-Fan
|
|
|
55 |
C |
p. 1823-1838
|
artikel
|
| 72 |
Experimental validation of an energy-dissipating anchoring system for continuously-supported storage tanks
|
Tapia, Nicolás F.
|
|
|
55 |
C |
p. 2324-2340
|
artikel
|
| 73 |
Experiment and numerical simulation of stress detection for oil and gas pipelines based on magnetic stress coupling of pipeline steel
|
Weng, Guangyuan
|
|
|
55 |
C |
p. 2478-2490
|
artikel
|
| 74 |
Experiment study on vortex-induced vibration of a twin-box girder with large cantilever plates
|
Ma, Rujin
|
|
|
55 |
C |
p. 891-907
|
artikel
|
| 75 |
Fast inversion method for seepage parameters of core earth-rock dam based on LHS-SSA-MKELM fusion surrogate model
|
Song, Jintao
|
|
|
55 |
C |
p. 160-168
|
artikel
|
| 76 |
FDD based modal identification of structures using least squares approach
|
Hızal, Çağlayan
|
|
|
55 |
C |
p. 1071-1083
|
artikel
|
| 77 |
Flexural behavior of circular concrete filled steel tubular members strengthened by CFRP sheets
|
Ou, Jialing
|
|
|
55 |
C |
p. 201-214
|
artikel
|
| 78 |
Flexural behavior of large-scale U-shaped steel-concrete infilled composite beams with flat and embossed webs
|
Lee, Jun-seop
|
|
|
55 |
C |
p. 1949-1959
|
artikel
|
| 79 |
Forensic estimation of the residual capacity and imposed demand on a ruptured concrete bridge stay at the time of collapse
|
Pinho, Rui
|
|
|
55 |
C |
p. 1595-1606
|
artikel
|
| 80 |
Formulation of a generalized truss analogy for the analysis of shear behavior of short jacketed columns
|
Murugan, Komathi
|
|
|
55 |
C |
p. 1572-1583
|
artikel
|
| 81 |
Frequency calculation method and wind-induced dynamic response of cable net façades considering the façade stiffness
|
Zhou, Qi
|
|
|
55 |
C |
p. 718-726
|
artikel
|
| 82 |
Full-scale structural evaluations of İskenderpaşa minaret
|
Aymelek, Abdullah
|
|
|
55 |
C |
p. 1028-1044
|
artikel
|
| 83 |
Fuzzy logic approach for seismic fragility analysis of RC frames with applications to earthquake-induced damage and construction quality
|
Kiani, Houman
|
|
|
55 |
C |
p. 1122-1143
|
artikel
|
| 84 |
Fuzzy logic based adaptive vibration control system for structures subjected to seismic and wind loads
|
Abdulateef, Wisam S.
|
|
|
55 |
C |
p. 1507-1531
|
artikel
|
| 85 |
Geometric properties and imperfections influence on buckling behavior of Variable-Thickness steel cylindrical shells subjected to combined Loading: Experimental and numerical study
|
Fazlalipour, Neda
|
|
|
55 |
C |
p. 834-852
|
artikel
|
| 86 |
Geopolymer concrete for clean and sustainable construction – A state-of-the-art review on the mix design approaches
|
Ansari, Mohd Asif
|
|
|
55 |
C |
p. 1045-1070
|
artikel
|
| 87 |
GPU-based mesh reduction strategy utilizing active nodes for structural topology optimization
|
Sanfui, Subhajit
|
|
|
55 |
C |
p. 570-586
|
artikel
|
| 88 |
Healing of cracks in concrete by using bacterial spores immobilized in metakaolin
|
Sidhu, Navneet
|
|
|
55 |
C |
p. 1144-1158
|
artikel
|
| 89 |
Hybrid modeling of mechanical properties and hardness of aluminum alloy 5083 and C100 Copper with various machine learning algorithms in friction stir welding
|
Ye, Xubo
|
|
|
55 |
C |
p. 1250-1261
|
artikel
|
| 90 |
Identification of flexural rigidity for Euler–Bernoulli beam by an iterative algorithm based on least squares and finite difference method
|
Ma, Guoyao
|
|
|
55 |
C |
p. 138-146
|
artikel
|
| 91 |
Impact resistance of ultra-high-performance concrete retrofitted with polyurethane grout material: Experimental investigation and statistical analysis
|
Al-shawafi, Ali
|
|
|
55 |
C |
p. 185-200
|
artikel
|
| 92 |
Influence of ambient temperature on seismic performance of elastomeric isolation structural system
|
Xu, Gang
|
|
|
55 |
C |
p. 1763-1773
|
artikel
|
| 93 |
Influence of plasticity and vibration isolators on an underground floating slab track using finite element analysis
|
Bashir, Shamsul
|
|
|
55 |
C |
p. 1783-1792
|
artikel
|
| 94 |
Influence of simulation method of water storage process on valley deformation and working behavior of arch dam
|
Yang, Xiang
|
|
|
55 |
C |
p. 1109-1121
|
artikel
|
| 95 |
Influence of thermal cycles and high-temperature exposures on the residual strength of hybrid steel/glass fiber-reinforced self-consolidating concrete
|
Kumari, G. Jyothi
|
|
|
55 |
C |
p. 1532-1541
|
artikel
|
| 96 |
Integrating three smart predictive models using a power-law committee machine for the prediction of compressive strength in masonry made of clay bricks and cement mortar
|
Gholami, Mahsa
|
|
|
55 |
C |
p. 951-964
|
artikel
|
| 97 |
Investigation of anchorage plate opening on bursting force
|
Jain, Monika
|
|
|
55 |
C |
p. 1704-1709
|
artikel
|
| 98 |
Layout optimization of truss structures with modular constraints
|
Liu, Yufeng
|
|
|
55 |
C |
p. 1460-1469
|
artikel
|
| 99 |
Longitudinal displacement control of a long-span suspension bridge under random traffic loads using a polyimide friction damper
|
Xu, Yuanqing
|
|
|
55 |
C |
p. 1861-1873
|
artikel
|
| 100 |
Material properties of structural aluminium alloys after exposure to fire
|
Sun, Yao
|
|
|
55 |
C |
p. 2105-2111
|
artikel
|
| 101 |
Mechanisms of slope instability induced by two-hole oversized tunnels with small clearances underneath
|
Feng, Jimeng
|
|
|
55 |
C |
p. 294-309
|
artikel
|
| 102 |
Minimum longitudinal reinforcement in rectangular and flanged reinforced concrete walls
|
Massone, Leonardo M.
|
|
|
55 |
C |
p. 1342-1353
|
artikel
|
| 103 |
Monotonic and cyclic sway behaviour of 2-dimensional frames made of pultruded GFRP I-section profiles
|
Martins, David
|
|
|
55 |
C |
p. 2461-2477
|
artikel
|
| 104 |
Multiscale finite element analysis of earthquake-induced damage on underground RC culverts: The role of reinforcing bar corrosion
|
Han, Sun-Jin
|
|
|
55 |
C |
p. 763-777
|
artikel
|
| 105 |
Nested loop approach for topology and shape optimization of crash-loaded deep-drawn components using contact forces for the inner loops
|
Clemens, Philipp
|
|
|
55 |
C |
p. 2013-2022
|
artikel
|
| 106 |
Nonlinear 2D-DQ volume-preservative global–local dynamic analysis of composite sandwich plates with soft hyperelastic cores and viscoelastic Winkler-Pasternak foundations
|
Arani, H. Khani
|
|
|
55 |
C |
p. 727-746
|
artikel
|
| 107 |
Nonlinear stability analysis of high-strength steel cylindrical shells under global bending
|
Chen, Lei
|
|
|
55 |
C |
p. 1320-1329
|
artikel
|
| 108 |
Nonlinear static behavior analysis of single/double-layer frame tunnels with mortise and tenon joint
|
Bai, Haiwen
|
|
|
55 |
C |
p. 876-890
|
artikel
|
| 109 |
Nonlocal boundaries and paradoxes in thermoelastic vibrations of functionally graded Non-Uniform cantilever nanobeams and annular nanoplates
|
Saini, Rahul
|
|
|
55 |
C |
p. 1292-1305
|
artikel
|
| 110 |
Novel design method of screwed connections of cold-formed steel built-up plates
|
Li, Yanchun
|
|
|
55 |
C |
p. 2433-2444
|
artikel
|
| 111 |
Numerical Analysis of Fretting Wear Characteristics of Aluminum Cable Steel Reinforced Strands
|
Zhu, He
|
|
|
55 |
C |
p. 1497-1506
|
artikel
|
| 112 |
Numerical and analytical investigation of U-shape dampers and its effect on steel frames
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Numerical methods to predict aero thermally induced vibrations of a curved pipe structure reinforced by GPLs
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Optimal dynamic performance of partially Base-Isolated structure under seismic Excitations: Harmonic, Earthquake, and random
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Optimum design and performance evaluation of inerter‐based dampers for seismic protection of adjacent bridges
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Optimum design of pin-jointed aluminum structures to AA-ASD using three Meta-heuristic algorithms
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Performance evaluation of loadbearing compressed fully recycled aggregate concrete bricks
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Probabilistic framework for reliability analysis of gas turbine blades under combined loading conditions
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Probabilistic seismic performance assessment of low-damage self-recovering prefabricated concrete frame subjected to near-field pulse-like earthquakes
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Probability of collapse evaluation for high-rise reinforced concrete buildings in the event of near-fault earthquakes and soil-structure interaction effects
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Progressive collapse resistance of post-fire cellular beam-column substructures with various web-opening shapes
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Pure-bending yielding dissipater for the seismic retrofitting of reinforced concrete buildings with soft-story irregularity
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Random vibration analysis of composite laminated conical–cylindrical cabin structures of air vehicles considering thermal load
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RBF-PSO-IS: An innovative metamodeling for reliability analysis of bridge's vortex-induced vibration
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Real-complex hybrid modal response spectrum method for seismically base-isolated structures
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Reliability analysis method for tunnel structural design: Brief review and relevant prospects
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Response modification factor of high strength steel frame with D-eccentric brace using improved pushover analysis method
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RETRACTED: Energy harvesting analysis of hip implantin achieving sustainable development goals
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Review of the bond behavior between reinforcing steel and Engineered cementitious Composites
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Screw statics of spatial structures and mechanisms
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Zhao, Jing-Shan
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Wang, Bin
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Lei, Song
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Shear design of recycled aggregate concrete beams using a data-driven optimization method
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The influence of different back analysis conditions on the stochastic back analysis of arch dam material Parameters: A case study
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Truss optimization with frequency constraints using the medalist learning algorithm
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Unified numerical model for performance analysis of various cross-sections of concrete-filled stainless-steel tubular stub columns under axial loading
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Vertical floor acceleration spectra for regular steel frame structures
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Web-post buckling resistance calculation of perforated high-strength steel beams with elliptically-based web openings for EC3
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