| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A comparative study of different rapid visual survey methods used for seismic assessment of existing buildings
|
Bhalkikar, Aniket
|
|
|
29 |
C |
p. 1847-1860
|
artikel
|
| 2 |
A machine learning-based formulation for predicting shear capacity of squat flanged RC walls
|
Nguyen, Duy-Duan
|
|
|
29 |
C |
p. 1734-1747
|
artikel
|
| 3 |
Analytical investigation of rectangular steel pipe shear connector
|
Zhu, X.
|
|
|
29 |
C |
p. 1404-1416
|
artikel
|
| 4 |
Analytical study on high-speed railway track deformation under long-term bridge deformations and interlayer degradation
|
Gou, Hongye
|
|
|
29 |
C |
p. 1005-1015
|
artikel
|
| 5 |
An analytic approach to predict the shape and internal forces of barrel vault elastic gridshells during lifting construction
|
Xiang, Sheng
|
|
|
29 |
C |
p. 628-637
|
artikel
|
| 6 |
Anchorage behavior of headed bars in reinforced concrete beams
|
Abed, Huda Saad
|
|
|
29 |
C |
p. 1954-1959
|
artikel
|
| 7 |
A new approach for crack detection in plate structures using an integrated extended finite element and enhanced vibrating particles system optimization methods
|
Fathi, Hamed
|
|
|
29 |
C |
p. 638-651
|
artikel
|
| 8 |
A novel bionic-based substructure division method for topology optimization
|
Zhang, Fan
|
|
|
29 |
C |
p. 937-946
|
artikel
|
| 9 |
A novel structural damage identification scheme based on deep learning framework
|
Wang, Xinwei
|
|
|
29 |
C |
p. 1537-1549
|
artikel
|
| 10 |
Application of convolutional neural network in random structural damage identification
|
Zhan, Yulin
|
|
|
29 |
C |
p. 570-576
|
artikel
|
| 11 |
Application of two-stage evaluation and optimization update methods for the structural damage detection of a portal beam structure
|
Lee, Nien-Lung
|
|
|
29 |
C |
p. 684-690
|
artikel
|
| 12 |
A shape-finding approach of tree-like structure based on grouping strategy and generalized inverse matrix theory
|
Tu, Guigang
|
|
|
29 |
C |
p. 1960-1966
|
artikel
|
| 13 |
A simplified model for inelastic seismic analysis of RC frame have shear hinge in beam-column joints
|
Khan, Muhammad Shoaib
|
|
|
29 |
C |
p. 771-784
|
artikel
|
| 14 |
A study on structural performance of deconstructable bolted shear connectors in composite beams
|
Ataei, Abdolreza
|
|
|
29 |
C |
p. 519-533
|
artikel
|
| 15 |
A study on the buckling behavior of in-service large open-topped oil-storage tanks
|
Pan, Jianhua
|
|
|
29 |
C |
p. 211-224
|
artikel
|
| 16 |
A unified power series method for vibration analysis of composite laminate conical, cylindrical shell and annular plate
|
He, Dongze
|
|
|
29 |
C |
p. 305-327
|
artikel
|
| 17 |
A validated modelling technique for incorporating residual stresses in glass structural design
|
Achintha, Mithila
|
|
|
29 |
C |
p. 446-457
|
artikel
|
| 18 |
Axial compressive behavior of recycled aggregate concrete-filled square steel tube stub columns strengthened by CFRP
|
Liang, Jiongfeng
|
|
|
29 |
C |
p. 1874-1881
|
artikel
|
| 19 |
Axial performance of GFRP composite bars and spirals in circular hollow concrete columns
|
Raza, Ali
|
|
|
29 |
C |
p. 600-613
|
artikel
|
| 20 |
Beam-column finite element with embedded discontinuities for modelling damage in reinforced concrete prismatic elements
|
Tenorio-Montero, Enrique
|
|
|
29 |
C |
p. 1934-1953
|
artikel
|
| 21 |
Behavior of GFRP strengthening masonry walls using glass fiber composite anchors
|
Abdulsalam, Bahira
|
|
|
29 |
C |
p. 1352-1361
|
artikel
|
| 22 |
Case study on strengthening methods for progressive collapse resistance of RC flat slab buildings
|
Garg, Suyash
|
|
|
29 |
C |
p. 1709-1722
|
artikel
|
| 23 |
Closed-form expressions for improved impact resistant design of reinforced concrete beams
|
Yong, Arnold C.Y.
|
|
|
29 |
C |
p. 1828-1836
|
artikel
|
| 24 |
Cold programming of epoxy-based shape memory polymer
|
Shahi, Kartikey
|
|
|
29 |
C |
p. 2082-2093
|
artikel
|
| 25 |
Collapse analysis of a wind turbine tower with initial-imperfection subjected to near-field ground motions
|
Xu, Yazhou
|
|
|
29 |
C |
p. 373-382
|
artikel
|
| 26 |
Comparative study on seismic vulnerability of RC bridge piers reinforced with normal and high-strength steel bars
|
Su, Junsheng
|
|
|
29 |
C |
p. 1562-1581
|
artikel
|
| 27 |
Comparative study on structural behaviour of circular and square section-Concrete Filled Steel Tube (CFST) and Reinforced Cement Concrete (RCC) stub column
|
Reddy, Gosala Sai Ram
|
|
|
29 |
C |
p. 2067-2081
|
artikel
|
| 28 |
Conceptual design and experimental verification study of a special-shaped composite arch bridge
|
Lu, Pengzhen
|
|
|
29 |
C |
p. 1380-1389
|
artikel
|
| 29 |
Construction stage analysis of a precast concrete buried arch bridge with steel outriggers from full-scale field test
|
Jeon, Seok Hyeon
|
|
|
29 |
C |
p. 1671-1689
|
artikel
|
| 30 |
Cyclic loading behavior on strengthened composite beams using external post-tensioning tendons (experimental study)
|
Hassanin, Ahmed Ibrahim
|
|
|
29 |
C |
p. 1119-1136
|
artikel
|
| 31 |
Damage detection in precast full panel building by continuous wavelet analysis analytical method
|
Hanteh, Mojtaba
|
|
|
29 |
C |
p. 701-713
|
artikel
|
| 32 |
Deformation capacity of over-reinforced concrete beams strengthened with highly ductile fiber-reinforced concrete
|
Deng, Mingke
|
|
|
29 |
C |
p. 1861-1873
|
artikel
|
| 33 |
Deterioration and damage identification in building structures using a novel feature selection method
|
Gharehbaghi, Vahid Reza
|
|
|
29 |
C |
p. 458-470
|
artikel
|
| 34 |
Digital image correlation for the analysis of in-plane tested unreinforced masonry walls
|
Howlader, M.K.
|
|
|
29 |
C |
p. 427-445
|
artikel
|
| 35 |
Direct measurements, numerical predictions and simple formula estimations of welding-induced biaxial residual stresses in a full-scale steel stiffened plate structure
|
Yi, Myung Su
|
|
|
29 |
C |
p. 2094-2105
|
artikel
|
| 36 |
Effect of bolted shear connectors on the axial load-bending moment interaction capacity of CFT columns
|
Ami, Masoud
|
|
|
29 |
C |
p. 92-106
|
artikel
|
| 37 |
Effect of cathodic protection current density on corrosion rate of high-strength steel wires for stay cable in simulated dynamic marine atmospheric rainwater
|
Li, Shengli
|
|
|
29 |
C |
p. 1655-1670
|
artikel
|
| 38 |
Effect of interfacial surface preparation technique on bond characteristics of both NSC-UHPFRC and NSC-NSC composites
|
Mansour, Walid
|
|
|
29 |
C |
p. 147-166
|
artikel
|
| 39 |
Effect of seismic isolation on random seismic response of High-Speed railway bridge based on probability density evolution method
|
Li, Haiyan
|
|
|
29 |
C |
p. 1032-1046
|
artikel
|
| 40 |
Effect of self-stressing on concrete-encased-steel filled circular CFRP tubes under axial compression
|
Cao, Qi
|
|
|
29 |
C |
p. 471-483
|
artikel
|
| 41 |
Effects of naturally-progressed corrosion on the chemical and mechanical properties of structural steels
|
Rajput, Abhishek
|
|
|
29 |
C |
p. 2120-2138
|
artikel
|
| 42 |
Efficient direct displacement-based seismic design approach for structures with viscoelastic dampers
|
Xiao, Yi
|
|
|
29 |
C |
p. 1699-1708
|
artikel
|
| 43 |
Elastic buckling analysis of plate girders stiffened with triangular cell flanges under patch loading
|
Graciano, Carlos
|
|
|
29 |
C |
p. 979-992
|
artikel
|
| 44 |
Enhanced versions of the shuffled shepherd optimization algorithm for the optimal design of skeletal structures
|
Kaveh, A.
|
|
|
29 |
C |
p. 1463-1495
|
artikel
|
| 45 |
Enhancing the lateral performance of modular buildings through innovative inter-modular connections
|
Sendanayake, S.V.
|
|
|
29 |
C |
p. 167-184
|
artikel
|
| 46 |
Essential working characteristics of concrete-filled steel tubular arch supports discovered by modeling experimental strains
|
Yang, Xiaocong
|
|
|
29 |
C |
p. 806-813
|
artikel
|
| 47 |
Evaluation of seismic torsional response of ductile RC buildings with soft first story
|
Hareen, CH.B.V.
|
|
|
29 |
C |
p. 1640-1654
|
artikel
|
| 48 |
Experimental analysis of sandwich composite beams under three-point bending with an emphasis on the layering effects of foam core
|
Kazemi, M.
|
|
|
29 |
C |
p. 383-391
|
artikel
|
| 49 |
Experimental and analytical study on tensile performance of perfobond connector in bridge engineering application
|
Liu, Yangqing
|
|
|
29 |
C |
p. 714-729
|
artikel
|
| 50 |
Experimental and finite element study of high-strength steel framed-tube structures with replaceable shear links under cyclic loading
|
Cheng, Qianqian
|
|
|
29 |
C |
p. 48-64
|
artikel
|
| 51 |
Experimental and nonlinear finite element analysis of shear behaviour of reinforced concrete beams
|
Tahenni, Touhami
|
|
|
29 |
C |
p. 1582-1596
|
artikel
|
| 52 |
Experimental and numerical investigation of the dynamic response of tunnel in soft rocks
|
Mishra, Swapnil
|
|
|
29 |
C |
p. 2162-2173
|
artikel
|
| 53 |
Experimental and numerical investigation on seismic performance of SRC variable-column exterior joints in CAP1400 NPP
|
Xu, Zhen-Hua
|
|
|
29 |
C |
p. 663-683
|
artikel
|
| 54 |
Experimental and numerical studies of ultra high performance fibre reinforced concrete (UHPFRC) two-way slabs
|
Mahmud, Goran H.
|
|
|
29 |
C |
p. 1763-1778
|
artikel
|
| 55 |
Experimental and numerical study on impact behavior of beam-column substructures of steel frame
|
Wang, Haitao
|
|
|
29 |
C |
p. 14-29
|
artikel
|
| 56 |
Experimental free vibrations test of steel braced frames reinforced with NiTi shape memory alloy wires
|
Varughese, Kezia
|
|
|
29 |
C |
p. 1165-1172
|
artikel
|
| 57 |
Experimental investigation and pseudoelastic truss model for in-plane behavior of corrugated sandwich panels with polyurethane foam core
|
Yüksel, Ercan
|
|
|
29 |
C |
p. 823-842
|
artikel
|
| 58 |
Experimental investigation on damage and wave propagation of PVB laminated glazing structures under impact loading
|
Nassr, Amr A.
|
|
|
29 |
C |
p. 966-978
|
artikel
|
| 59 |
Experimental study and numerical simulation of partial double-layer latticed domes against progressive collapse in member-removal scenarios
|
Tian, Li-min
|
|
|
29 |
C |
p. 79-91
|
artikel
|
| 60 |
Experimental study on mechanical properties of the steel friction pads used in a rotational friction damper
|
Sui, Weining
|
|
|
29 |
C |
p. 1808-1818
|
artikel
|
| 61 |
Experimental study on seismic behavior of concrete filled square tubular frame with staggered beam-to-column joints
|
Liu, Xiaoqiang
|
|
|
29 |
C |
p. 286-293
|
artikel
|
| 62 |
Experimental study on the post-cracking behavior of preflex beams under cyclic loading
|
Nasiri, Ahmadullah
|
|
|
29 |
C |
p. 1390-1403
|
artikel
|
| 63 |
Experimental validation of moving spring-mass-damper model for human-structure interaction in the presence of vertical vibration
|
Ahmadi, Ehsan
|
|
|
29 |
C |
p. 1274-1285
|
artikel
|
| 64 |
Fatigue behavior of low alloy structural steel single-lap bolt-welded joint
|
Gao, Peng
|
|
|
29 |
C |
p. 1988-1997
|
artikel
|
| 65 |
Fatigue reliability estimation framework for turbine rotor using multi-agent collaborative modeling
|
Li, Xue-Qin
|
|
|
29 |
C |
p. 1967-1978
|
artikel
|
| 66 |
Finite element modelling of castellated steel beams under lateral-distortional buckling mode
|
Hosseinpour, Mahmoud
|
|
|
29 |
C |
p. 1507-1521
|
artikel
|
| 67 |
Fire performance of cold-formed steel shear wall with different steel grade and thicknesses
|
Samiee, Parisa
|
|
|
29 |
C |
p. 751-770
|
artikel
|
| 68 |
Flexural and impact performance of functionally graded reinforced cementitious composite (FGRCC) panels
|
Sahraei Moghadam, Amirhosein
|
|
|
29 |
C |
p. 1723-1733
|
artikel
|
| 69 |
Flexural behaviour of back-to-back built-up cold-formed steel channel beams: Experiments and finite element modelling
|
Roy, Krishanu
|
|
|
29 |
C |
p. 235-253
|
artikel
|
| 70 |
Form-finding and shape optimization of bio-inspired branching structures based on graphic statics
|
Xu, Chao
|
|
|
29 |
C |
p. 392-407
|
artikel
|
| 71 |
Free vibration analysis of a laminated composite sandwich plate with compressible core placed at the bottom of a tank filled with fluid
|
Ramian, Arash
|
|
|
29 |
C |
p. 1259-1273
|
artikel
|
| 72 |
Geometrically nonlinear wind-induced responses of prestressed cable-suspended roof
|
Sun, Wuyi
|
|
|
29 |
C |
p. 883-898
|
artikel
|
| 73 |
Heuristic dragonfly algorithm for optimal design of truss structures with discrete variables
|
Jawad, Farqad K.J.
|
|
|
29 |
C |
p. 843-862
|
artikel
|
| 74 |
Hysteresis finite element model for evaluation of cyclic behavior and performance of steel plate shear walls (SPSWs)
|
Gorji Azandariani, Mojtaba
|
|
|
29 |
C |
p. 30-47
|
artikel
|
| 75 |
Impact response of novel layered two stage fibrous composite slabs with different support type
|
Rithanyaa, R.
|
|
|
29 |
C |
p. 1-13
|
artikel
|
| 76 |
Importance of performance certification for post-installed anchors: An experimental assessment
|
Alhaidary, Haidar
|
|
|
29 |
C |
p. 273-285
|
artikel
|
| 77 |
Improved empirical model for the strut efficiency factor and the stiffness degradation coefficient for the strength and the deflection prediction of FRP RC deep beams
|
Thomas, Job
|
|
|
29 |
C |
p. 2044-2066
|
artikel
|
| 78 |
Improved seismic behavior and performance of energy-absorbing systems constructed with steel rings
|
Gorji Azandariani, Mojtaba
|
|
|
29 |
C |
p. 534-548
|
artikel
|
| 79 |
Improved Shuffled Jaya algorithm for sizing optimization of skeletal structures with discrete variables
|
Kaveh, Ali
|
|
|
29 |
C |
p. 107-128
|
artikel
|
| 80 |
Improving performance of additive manufactured (3D printed) concrete: A review on material mix design, processing, interlayer bonding, and reinforcing methods
|
Kristombu Baduge, Shanaka
|
|
|
29 |
C |
p. 1597-1609
|
artikel
|
| 81 |
Influence of concrete mix proportions on lifetime flexural load-bearing capacity of RC beams under chloride corrosion of rebars
|
Asen, Fatemeh
|
|
|
29 |
C |
p. 2017-2027
|
artikel
|
| 82 |
Influence of mechanical and geometric uncertainty on the seismic performance of cold-formed steel braces with additional holes
|
Gusella, Federico
|
|
|
29 |
C |
p. 494-506
|
artikel
|
| 83 |
In-plane behaviour of masonry brick walls strengthened with mortar from two sides
|
Buyukkaragoz, Alper
|
|
|
29 |
C |
p. 1627-1639
|
artikel
|
| 84 |
In-plane failure mechanisms and strength design of circular steel tubular Vierendeel truss arches with rectangular section
|
Shi, Minjie
|
|
|
29 |
C |
p. 1779-1790
|
artikel
|
| 85 |
Inverse homogenization design of lattice structures without scale separation
|
Da, Daicong
|
|
|
29 |
C |
p. 796-805
|
artikel
|
| 86 |
Investigation of various concrete materials to simulate seismic response of RC structures
|
Asgarpoor, Masoumeh
|
|
|
29 |
C |
p. 1322-1351
|
artikel
|
| 87 |
Kinematics of the retractable roofing module constructed from three roof panels with stiffening of the central panel
|
Pawlak-Jakubowska, Anita
|
|
|
29 |
C |
p. 1078-1095
|
artikel
|
| 88 |
Lateral soil pile structure interaction assessment for semi active tuned mass damper buildings
|
Ghorbanzadeh, Mohammad
|
|
|
29 |
C |
p. 1362-1379
|
artikel
|
| 89 |
Local buckling of corroded cold-formed steel stub columns
|
Nie, Biao
|
|
|
29 |
C |
p. 1837-1846
|
artikel
|
| 90 |
Mechanical performance of a beam with corrugated steel webs inspired by the forewing of Allomyrina dichotoma
|
Zhou, Man
|
|
|
29 |
C |
p. 741-750
|
artikel
|
| 91 |
Mechanical sensitivity analysis of pipe-liner composite structure under multi-field coupling
|
Yang, Kangjian
|
|
|
29 |
C |
p. 484-493
|
artikel
|
| 92 |
Modelling and prediction of free vibration response of adhesive bonded corner joint structures
|
Bidyadhar, Amlan
|
|
|
29 |
C |
p. 185-198
|
artikel
|
| 93 |
Modified bar-fuse damper in gusset plate detail to improve seismic behavior of bracing system
|
Tabatabaei Mirhosseini, Ramin
|
|
|
29 |
C |
p. 954-965
|
artikel
|
| 94 |
Modified single variable shear deformation plate theory for free vibration analysis of rectangular FGM plates
|
Vinh, Pham Van
|
|
|
29 |
C |
p. 1435-1444
|
artikel
|
| 95 |
Multiparameter seismic behavior of castellated beam-to-column connections based on stress migration
|
Bi, Ran
|
|
|
29 |
C |
p. 1137-1153
|
artikel
|
| 96 |
New interaction formula for the plastic resistance of I- and H-sections under combinations of bending moments My,Ed, Mz,Ed and bimoment BEd
|
Agüero, A.
|
|
|
29 |
C |
p. 577-585
|
artikel
|
| 97 |
New method for metal beams sensitive to lateral torsional buckling with an equivalent geometrical UGLI imperfection
|
Agüero, A.
|
|
|
29 |
C |
p. 1445-1462
|
artikel
|
| 98 |
New predictive equations for lateral-distortional buckling capacity assessment of cellular steel beams
|
Moghbeli, Adel
|
|
|
29 |
C |
p. 911-923
|
artikel
|
| 99 |
Non-linear stability and failure of laminated composite stiffened cylindrical panels subjected to in-plane impulse loading
|
Keshav, Vasanth
|
|
|
29 |
C |
p. 360-372
|
artikel
|
| 100 |
Non-uniform temperature field and effects of large-span spatial truss structure under construction: Field monitoring and numerical analysis
|
Xu, Wucheng
|
|
|
29 |
C |
p. 416-426
|
artikel
|
| 101 |
Novel adaptive tuned viscous inertance damper (ATVID) with adjustable inertance and damping for structural vibration control
|
Ali Sadeghian, Mohammad
|
|
|
29 |
C |
p. 814-822
|
artikel
|
| 102 |
Numerical simulation of concrete creep behaviour using integral creep algorithm with alternating stresses
|
Liu, Rong
|
|
|
29 |
C |
p. 1979-1987
|
artikel
|
| 103 |
Numerical stability analysis of arch-supported membrane roofs
|
Hegyi, Dezső
|
|
|
29 |
C |
p. 785-795
|
artikel
|
| 104 |
Numerical study of visco-hyperelastic damper with high axial damping rubber subjected to harmonic loading
|
Modhej, Ahmad
|
|
|
29 |
C |
p. 1550-1561
|
artikel
|
| 105 |
On the out-of-plane stiffness of I-section girders with corrugated webs using elastic finite element analyses
|
Shao, Yong-Bo
|
|
|
29 |
C |
p. 1242-1258
|
artikel
|
| 106 |
Optimal design of functionally graded material for stress concentration reduction
|
Zhou, Yicong
|
|
|
29 |
C |
p. 561-569
|
artikel
|
| 107 |
Parameter optimal investigation of modular prefabricated two-side connected buckling-restrained steel plate shear wall
|
Mei, Can
|
|
|
29 |
C |
p. 2028-2043
|
artikel
|
| 108 |
Parametric characterization of nano-hybrid wood polymer composites using ANOVA and regression analysis
|
Elmushyakhi, Abraham
|
|
|
29 |
C |
p. 652-662
|
artikel
|
| 109 |
Performance of anchorage assemblies for CFRP cables under fatigue loads
|
Feng, Bo
|
|
|
29 |
C |
p. 947-953
|
artikel
|
| 110 |
Performance of timber girders with end-notch: Experimental and numerical investigation
|
Navaratnam, Satheeskumar
|
|
|
29 |
C |
p. 730-740
|
artikel
|
| 111 |
Predicting the human-induced vibration of cross laminated timber floor under multi-person loadings
|
Wang, Chang
|
|
|
29 |
C |
p. 65-78
|
artikel
|
| 112 |
Prediction of superior target layer configuration of armour steel, mild steel and aluminium 7075-T651 alloy against 7.62 AP projectile
|
Senthil, K.
|
|
|
29 |
C |
p. 2106-2119
|
artikel
|
| 113 |
Predictive analyses for aerodynamic investigation of curtain walls
|
Rizzo, F.
|
|
|
29 |
C |
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Progressive collapse of structures: A discussion on annotated nomenclature
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Pull-out behaviour of near surface mounted steel wire rope bonded to clay-brick masonry
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Misnon, Noor Aina
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Quantitative collision risk assessment of a fixed-type offshore platform with an offshore supply vessel
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Mujeeb-Ahmed, M.P.
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Quasi-static and fatigue testing of earthquake-resilient steel joints with replaceable buckling-restrained links
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Feng, Yulong
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Quasi-static cyclic performance of RC exterior beam-column joint assemblages strengthened with geosynthetic materials
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Majumder, Subhrasmita
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Relation analysis between out-of-plane and in-plane failure of corrugated steel plate shear wall
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Wang, Wei
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Reliability and applications of a new design method for calculating hot-spot stress in CHS double K-joints under arbitrary combined loading
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Oshogbunu, Ernest O.
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Reliability-based design optimization for the lattice boom of crawler crane
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Li, Jinping
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Research on dynamic response characteristics and control effect of mega-sub controlled structural system under long-period ground motions
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Wang, Xinwei
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p. 225-234
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Research on flexural performance of composited RC beams with different forms of TRC permanent formwork
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Yin, Shiping
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p. 1424-1434
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artikel
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Response surface-based structural damage identification using dynamic responses
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Anjneya, Kumar
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p. 1047-1058
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artikel
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RETRACTED: Comparison of the effect of the steel and polypropylene fibres on the flexural behaviour of recycled aggregate concrete beams
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Karimipour, Arash
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p. 129-146
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Retrofitting of corroded reinforced concrete beams in flexure using CFRP rods and anchor bolt
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Al-Mashgari, Hafedh Abdullah Yaslam
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Robustness of steel truss bridges: Laboratory testing of a full-scale 21-metre bridge span
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Buitrago, Manuel
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Seismic behavior of full-scale steel reinforced recycled concrete columns under high axial compression ratio
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Dong, Hongying
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Seismic design lateral force distribution based on inelastic state of K-eccentric brace frames combined with high strength steel
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Li, Shen
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Seismic performance assessment of a cemented material dam using incremental dynamic analysis
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Mahmoodi, Khadije
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Seismic performance of eccentrically braced frames designed to AISC341 and EC8 specifications
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Aied Qissab Al-Janabi, Musab
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p. 339-359
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Seismic response evaluation of structures using discrete wavelet transform through linear analysis
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Kamgar, Reza
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Shake table study on seismic soil-pile foundation-structure interaction in soft clay
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Deb Roy, Swagata
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Shape optimization of free-form shell structures combining static and dynamic behaviors
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Jiang, Baoshi
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Shear performance of UHPC-filled pocket connection between precast UHPC girders and full-depth precast concrete slabs
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Fang, Zhuangcheng
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Shear strength of stiffened steel shear walls with considering the gravity load effect through a three-segment distribution
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Li, Jie
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Shear wall modeling with asymmetric openings by macro elements
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Mortazavi, Seyed Mohammad Reza
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Significance of properly proportioned fly ash based blended cement for sustainable concrete structures of tannery industry
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Mahmud, Samira
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Size effects of area extreme pressure for large-scale cladding
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Li, Danyu
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State of the art review of wind induced vibration and its control on transmission towers
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Roy, Swabarna
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Static and dynamic responses of simply supported sandwich plates using non-polynomial zigzag theory
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Chanda, Aniket
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Strength, Deformation and Fragility assessment of Reinforced Concrete Moment Resisting frame designed by Force Based Design and the Performance Based Plastic Design method for Seismic loads
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Dalal, Sejal P.
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Structural analysis of a large aluminum alloy truss double-arch bridge
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Wen, Qing-jie
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Structural damage identification based on fast S-transform and convolutional neural networks
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Structural fire safety design of square and rectangular tubed-reinforced-concrete columns
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Yang, Dongdong
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Study on the layout strategy of diaphragms to enhance the energy absorption of thin-walled square tubes
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Xing, Jie
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The influence of structural imperfections on the LTB strength of I-beams
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Rossi, Alexandre
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The influence of the bonding length on the failure mechanism of the interface between the TRC permanent formwork and cast-in-place concrete
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The seismic performance of tunnel-form buildings with a non-uniform in-plan mass distribution
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Mohsenian, Vahid
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Three-dimensional nonlinear dynamic analysis of slack cable structures using node Relaxation method
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Vaezzadeh, Amin
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Time series estimation based on deep Learning for structural dynamic nonlinear prediction
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Peng, Hong
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Topology-optimized hybrid solid-lattice structures for efficient mechanical performance
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Teimouri, Mohsen
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Transient temperature field analysis of steel-plate composite (SC) floor under standard fire
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Qian, Chenhui
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Šuchov’s bent networks: The impact of network curvature on Šuchov’s gridshell designs
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Schling, Eike
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Unified calculation formula for predicting the shear stresses in prismatic and non-prismatic beams with corrugated steel webs
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Zhou, Man
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Vertical and horizontal push tests on specimens with a Trefoil decking profile
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Russell, Matthew J.
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