1 |
Modal analysis of eccentric shells with fluid-filled annulus
|
Myung Jo Jhung
|
1~20
|
4
|
2 |
Connections of sleeve joint purlin system
|
S.H.Tan
|
1~16
|
4
|
3 |
Seismic repair of exterior R/C beam-to-column joints using two-sided and three-sided jackets
|
AlexanderG.Tsonos
|
17~34
|
37
|
4 |
Nonlinear control of a 20-story steel building with activepiezoelectric friction dampers
|
Chaoqiang Chen
|
21~38
|
15
|
5 |
Minimum-weight seismic design of a moment-resisting frame accounting for incremental collapse
|
Han-SeonLee
|
35~52
|
0
|
6 |
Optimal distribution of the cable tensions and structural vibration control of the cable-cabin flexible structure
|
Y. Y. Qiu
|
39~56
|
0
|
7 |
A C0 finite element investigation for buckling of shear deformable laminated composite plates with random material properties
|
B.N.Singh
|
53~74
|
1
|
8 |
Iterative mesh partitioning strategy for improving the efficiency of parallel substructure finite element computations
|
Shang-Hsien Hsieh
|
57~70
|
1
|
9 |
Transient linear elastodynamic analysis in time domainbased on the integro-differential equations
|
Woo-Jin Sim
|
71~84
|
1
|
10 |
Behavior of damaged and undamaged concretestrengthened by carbon fiber composite sheets
|
AlperIlkiandNahitKumbasar
|
75~90
|
1
|
11 |
Parametric study for buildings with combined displacement-dependent and velocity-dependent energy dissipation devices
|
W. S. Pong
|
85~98
|
8
|
12 |
Evaluation of torsional natural frequenciesB fornon-tubular bonded joints
|
NicolaPugno
|
91~101
|
0
|
13 |
Semi-analytical elastostatic analysis of two-dimensional domains with similar boundaries
|
Andrew J. Deeks
|
99~118
|
2
|
14 |
Analysis of transversely isotropic hollow toroids using the semi-analytical DQM
|
W.Jiang
|
103~116
|
2
|
15 |
Confidence region of identified parameters and optimalsensor locations based on sensitivity analysis
|
TetsushiKurita
|
117~134
|
0
|
16 |
The fiber element technique for analysis of concrete-filled steel tubes under cyclic loads
|
A. A. Golafshani
|
119~133
|
2
|
17 |
Large displacement analysis of inelastic frame structures by convected material frame approach
|
Yaw-JengChiou
|
135~154
|
5
|
18 |
Ultimate response of bionics shells
|
Alexander Tesar
|
135~150
|
1
|
19 |
Moving force identification from bending moment responses of bridge
|
Ling Yu
|
151~170
|
8
|
20 |
Mixed finite element formulation for folded plates
|
Nihal Eratli
|
155~170
|
2
|
21 |
Design and ultimate behavior of RC plates and shells:two case studies
|
Chang-Shik Min
|
171~190
|
4
|
22 |
Penetration mechanisms of non-deforming projectiles into reinforced concrete barriers
|
Avraham N. Dancygier
|
171~186
|
6
|
23 |
Evaluation of existing bridges using neural networks
|
Augusto V. Molina
|
189~209
|
2
|
24 |
Pressure-temperature limit curve for reactor vessel evaluated by ASME code
|
Myung Jo Jhung
|
191~208
|
1
|
25 |
A fracture criterion for high-strength steel cracked bars
|
J. Toribio
|
209~221
|
7
|
26 |
Dynamic characteristics of elastic beams subjected to traffic loads
|
Chia-Chih Tang
|
211~230
|
1
|
27 |
A robust nonlinear mathematical programming model fordesign of laterally loaded orthotropic steel plates
|
H. Maaly
|
223~236
|
0
|
28 |
Probabilistic dynamic analysis of truss structures
|
J. J. Chen
|
231~239
|
15
|
29 |
An investigation of torsionally irregular multi-storybuildings under earthquake loading
|
G.Ozmen
|
237~243
|
7
|
30 |
Inelastic seismic analysis of RC bridge piers includingflexure-shear-axial interaction
|
Do Hyung Lee
|
241~260
|
0
|
31 |
Free vibration analysis of stiffened laminated plates using layered finite element method
|
Meiwen Guo
|
245~262
|
11
|
32 |
Mixed finite element model for laminated composite beams
|
Y. M. Desai
|
261~276
|
7
|
33 |
Numerical solving of initial-value problems by Rbf basis functions
|
Blaz Gotovac
|
263~285
|
6
|
34 |
Free vibration analysis of Reissner plates by mixed finite element
|
Nihal Eratli
|
277~298
|
9
|
35 |
Seismic assessment ofG transferG plate high rise buildings
|
R. K. L. Su
|
287~306
|
1
|
36 |
Dynamic response analysis for structures with interval parameters
|
Su Huan Chen
|
299~312
|
20
|
37 |
Predicting the failure modes of monotonically loaded reinforced concrete exterior beam-column joints
|
Pelin G. Bakir
|
307~330
|
12
|
38 |
A study on compressive strength of concrete in flexural regions of reinforced concrete beams using finite element analysis
|
Chang-Geun Cho
|
313~328
|
3
|
39 |
The dynamic stability of a nonhomogeneous orthotropicelastic truncated conical shell under a time dependent external pressure
|
A.H.Sofiyev
|
329~343
|
1
|
40 |
Ultimate behavior of long-span steel arch bridges
|
Jin Cheng
|
331~343
|
2
|
41 |
Effect of cylinder diameter and boat tail angle on the free vibration characteristics of a typical payload fairing
|
V.Ramamurti
|
345~353
|
0
|
42 |
Scaling laws for vibration response of anti-symmetrically laminated plates
|
Pairod Singhatanadgid
|
345~364
|
18
|
43 |
Axisymmetrical free-vibration analysis of liquid-storagetanks considering the liquid compressibility
|
조진래
|
355~368
|
0
|
44 |
New methodology of backbone curve for RC perforated shear walls
|
Jing-Shyang Yang
|
365~380
|
0
|
45 |
Ductility and ductility reduction factor for MDOF systems
|
Alfredo Reyes-Salazar
|
369~385
|
15
|
46 |
Applications of an improved estimator of the constitutiverelation error to plasticity problems
|
L. Gallimard
|
381~400
|
0
|
47 |
An 8-node assumed strain element with explicit integration for isotropic and laminated composite shells
|
K. D. Kim
|
387~410
|
15
|
48 |
Buckling of rectangular plates with mixed edge supports
|
Y. Xiang
|
401~416
|
3
|
49 |
Thermomechanical buckling of rectangular, shear-deformable, composite laminated plates
|
Y. S. Ge
|
411~428
|
3
|
50 |
Identification of modal damping ratios of structures withclosely spaced modal frequencies
|
J. Chen
|
417~434
|
24
|
51 |
Mass perturbation influence method for dynamicanalysis of offshore structures
|
Kyu Nam Cho
|
429~436
|
1
|
52 |
General stress-strain model for concrete or masonryresponse under uniaxial cyclic compression
|
Lidia La Mendola
|
435~454
|
16
|
53 |
Computation of dynamic stiffness and flexibility for arbitrarily shaped two-dimensional membranes
|
J. T. Chen
|
437~453
|
0
|
54 |
Partial-interaction fatigue assessment of stud shear connectors in composite bridge beams
|
Rudolf Seracino
|
455~464
|
7
|
55 |
Stress wave propagation in 1-D and 2-D media usingSmooth Particle Hydrodynamics method
|
Z. S. Liu
|
455~472
|
6
|
56 |
Efficient models for analysis of a multistory structure with flexible wings
|
Seong-Kwon Moon
|
465~478
|
2
|
57 |
A matrix displacement formulation for minimum weightdesign of frames
|
Engin Orakdogen
|
473~489
|
0
|
58 |
Structural dynamic optimization with probability constraints of frequency and mode
|
Jian-jun Chen
|
479~490
|
1
|
59 |
A 2D hybrid stress element for improved prediction of the out-of-plane fields using Fourier expansion
|
M. L. Feng
|
491~504
|
0
|
60 |
A state space method for coupled flutter analysisof long-span bridges
|
Quanshun Ding
|
491~504
|
4
|
61 |
Analysis of high-speed vehicle-bridge interactions by a simplified 3-D model
|
Myung-Kwan Song
|
505~532
|
8
|
62 |
Coupled buffeting response analysis of long-span bridges by the CQC approach
|
Quanshun Ding
|
505~520
|
11
|
63 |
Structural vibration control using resistively shunted piezoceramics
|
S. B. Kandagal
|
521~542
|
3
|
64 |
Imperfection sensitivity to elastic buckling of wind loaded open cylindrical tanks
|
Luis A. Godoy
|
533~542
|
23
|
65 |
Seismic repair of reinforced concrete beam-column subassemblages of modern structures by epoxy injection technique
|
Alexander G. Tsonos
|
543~563
|
13
|
66 |
Dynamic elastic local buckling of piles under impact loads
|
J. Yang
|
543~556
|
3
|
67 |
Influence of end fixity on post-yield behaviors of a tubular member
|
Kyu Nam Cho
|
557~568
|
0
|
68 |
Prediction of premature separation of bonded CFRP plates from strengthened steel beams using a fracture criterion
|
A. Lenwari
|
565~574
|
11
|
69 |
Integrated equations of motion for direct integration methods
|
Shuenn-Yih Chang
|
569~589
|
7
|
70 |
A refined discrete triangular Mindlin element for laminated composite plates
|
Zengjie Ge
|
575~593
|
6
|
71 |
Thermomechanical analysis of the tensile test: simulation and experimental validation
|
Diego J. Celentano
|
591~614
|
6
|
72 |
Non-conforming modes for improvement of finiteelement performance
|
Chang-Koon Choi
|
595~610
|
2
|
73 |
Dynamic plastic response of a hinged-free beam subjected to impact at an arbitrary location along its span
|
Y. Zhang
|
611~624
|
1
|
74 |
Fluid-structure-soil interaction analysis of cylindrical liquid storage tanks subjected to horizontal earthquake loading
|
Jae-Min Kim
|
615~638
|
16
|
75 |
Automatic decomposition of unstructured meshes employing genetic algorithms for parallel FEM computations
|
A. Rama Mohan Rao
|
625~647
|
5
|
76 |
Mechanics of missile penetration into geo-materials
|
N. A. Siddiqui
|
639~652
|
4
|
77 |
Reinforced concrete beam-column joints with lap splices under cyclic loading
|
Athanasios I. Karabinis
|
649~660
|
4
|
78 |
Baffled fuel-storage container: parametric study on transient dynamic characteristics
|
Sang-Young Lee
|
653~670
|
6
|
79 |
The buckling of a cross-ply laminated non-homogeneous orthotropic composite cylindrical thin shell under time dependent external pressure
|
A. H. Sofiyev
|
661~677
|
9
|
80 |
Correlation between torsional vibration and translational vibration
|
V. Jeng
|
671~694
|
2
|
81 |
Comparative study on dynamic analyses of non-classically damped linear systems
|
Annalisa Greco
|
679~698
|
4
|
82 |
Comparative dynamic studies of thick laminated composite shells based on higher-order theories
|
M. Ganapathi
|
695~711
|
13
|
83 |
A new quadrilateral 5-node non-conforming membraneelement with drilling DOF
|
Tae-Yeo lLee
|
699~712
|
3
|
84 |
Point interpolation method based on local residual formulation using radial basis functions
|
G. R. Liu
|
713~732
|
83
|
85 |
Free vibrations of inclined arches using finite elements
|
Somchai Chucheepsakul
|
713~730
|
4
|
86 |
Transverse earthquake-induced forces in continuous bridges
|
Nazzal S. Armouti
|
733~738
|
4
|