DASSAULT ABAQUS MANUAL [1313 Dassault Systèmes, ABAQUS 6.12 Analysis User's Guide.] |
|
0.1 |
1.16 |
0.667 |
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ALI; KIM; CHO [1515 ALI, A., KIM, D., CHO, S.G. “Modeling of nonlinear cyclic load behavior of I-shaped composite steel-concrete shear walls of nuclear power plants”. Nuclear Engineering and Technology, v. 45, n. 1, pp. 89–98, fev. 2013.] |
30 |
|
|
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BIRTEL; MARK [1616 BIRTEL, V., MARK, P. “Parameterised Finite Element Modelling of RC Beam Shear Failure”. ABAQUS Users’ Conference, p. 14, 2006.] |
30 |
0.1 |
1.16 |
0.667 |
|
DAWOOD; ELGAWADY; HEWES [2222 DAWOOD, H., ELGAWADY, M., HEWES, J. “Behavior of Segmental Precast Posttensioned Bridge Piers under Lateral Loads”. Journal of Bridge Engineering, v. 17, n. 5, pp. 735–746, sept. 2012.] |
1 |
0.1 |
1.16 |
0.66 |
0 |
DONG et al. [2323 DONG, Y.-R. et al. “Seismic Behavior and Cross-Scale Refinement Model of Damage Evolution for RC Shear Walls”. Engineering Structures, v. 167, pp. 13–25, jul. 2018.] |
30 |
0.1 |
1.16 |
0.6667 |
0.0001 |
EARIJ et al. [88 EARIJ, A. et al. “Nonlinear Three–Dimensional Finite–Element Modelling of Reinforced–Concrete Beams: Computational Challenges and Experimental Validation”. Engineering Failure Analysis, v. 82, pp. 92–115, dez. 2017.] |
40 |
|
|
|
|
GENIKOMSOU; POLAK [1414 GENIKOMSOU, A.S., POLAK, M.A. “Finite Element Analysis of Punching Shear of Concrete Slabs Using Damaged Plasticity Model in ABAQUS”. Engineering Structures, v. 98, pp. 38–48, sept. 2015.] |
40 |
0.1 |
1.16 |
0.667 |
0.00001 |
HUSAIN; EISA; HEGAZY [1919 HUSAIN, M., EISA, A.S., HEGAZY, M.M. “Strengthening of Reinforced Concrete Shear Walls with Openings Using Carbon Fiber-Reinforced Polymers”. International Journal of Advanced Structural Engineering, v. 11, n. 2, pp. 129–150, jun. 2019.] |
37 |
0.1 |
1.16 |
0.67 |
0.001 |
JHA; ROSHAN; BISHNOI [2424 JHA, S., ROSHAN, A.D., BISHNOI, L.R. “Floor Response Spectra for beyond Design Basis Seismic Demand”. Nuclear Engineering and Design, v. 323, pp. 259–268, nov. 2017.] |
55 |
1.25 |
1.16 |
0.667 |
0.0005 |
KAUSHIK; DASGUPTA [2121 KAUSHIK, S., DASGUPTA, K. “Seismic Behavior of Slab-Structural Wall Junction of RC Building”. Earthquake Engineering and Engineering Vibration, v. 18, n. 2, pp. 331–349, apr. 2019.] |
55 |
0.1 |
1.16 |
0.667 |
0.01 |
KMIECIK; KAMIŃSKI [22 KMIECIK, P., KAMI?SKI, M. “Modelling of Reinforced Concrete Structures and Composite Structures with Concrete Strength Degradation Taken into Consideration”. Archives of Civil and Mechanical Engineering, v. 11, n. 3, pp. 623–636, jan. 2011.] |
36 |
0.1 |
1.16 |
0.667 |
0 |
LI; HAO; BI [1717 LI, C., HAO, H., BI, K. “Numerical Study on the Seismic Performance of Precast Segmental Concrete Columns under Cyclic Loading”. Engineering Structures, v. 148, pp. 373–386, oct. 2017.] |
30 |
0.1 |
1.16 |
0.666 |
0.0001 |
LIU et al. [2525 LIU, J. et al. “Experimental Investigation of Special-Shaped Concrete-Filled Steel Tubular Column to Steel Beam Connections under Cyclic Loading”. Engineering Structures, v. 151, pp. 68–84, nov. 2017.] |
30 |
0.1 |
1.16 |
0.667 |
0.005 |
LÓPEZ-ALMANSA; ALFARAH; OLLER [2626 LÓPEZ-ALMANSA, F., ALFARAH, B., OLLER, S. “Numerical Simulation of RC Frame Testing with Damaged Plasticity Model. Comparison with Simplified Models”, In: Second European Conference on Earthquake Engineering and Seismology, Istanbul, Aug, 2014.] |
|
0.1 |
1.16 |
0.7 |
0 |
NAJAFGHOLIPOUR et al. [2727 NAJAFGHOLIPOUR, M. A. et al. “Finite Element Analysis of Reinforced Concrete Beam-Column Connections with Governing Joint Shear Failure Mode”. Latin American Journal of Solids and Structures, v. 14, n. 7, pp. 1200–1225, aug. 2017.] |
35 |
0.1 |
1.16 |
0.667 |
|
PAVLOVIĆ et al. [1818 PAVLOVI?, M. et al. “Bolted Shear Connectors vs. Headed Studs Behaviour in Push-out Tests”. Journal of Constructional Steel Research, v. 88, pp. 134–149, sept. 2013.] |
36 |
0.1 |
1.16 |
|
|
PELLETIER; LÉGER [2828 PELLETIER, K., LÉGER, P. “Nonlinear Seismic Modeling of Reinforced Concrete Cores Including Torsion”. Engineering Structures, v. 136, pp. 380–392, apr. 2017.] |
13 |
90 |
|
|
|
REN et al. [2929 REN, W. et al. “Numerical Simulation of Prestressed Precast Concrete Bridge Deck Panels Using Damage Plasticity Model”. International Journal of Concrete Structures and Materials, v. 9, n. 1, pp. 45–54, mar. 2015.] |
38 |
0 |
1.75 |
0.667 |
0.0005 |
SÜMER; AKTAŞ [3030 SÜMER, Y., AKTA?, M. “Defining Parameters for Concrete Damage Plasticity Model”, Challenge Journal, v. 1, n. 3, jul 2015.] |
38 |
0.1 |
1.16 |
0.667 |
|
SURUMI; JAYA; GREESHMA [3131 SURUMI, R.S., JAYA, K.P., GREESHMA, S. “Modelling and Assessment of Shear Wall–Flat Slab Joint Region in Tall Structures”. Arabian Journal for Science and Engineering, v. 40, n. 8, pp. 2201–2217, ago. 2015.] |
38 |
0.1 |
1.16 |
0.67 |
|
VOJDAN; AGHAYARI [33 VOJDAN, B., AGHAYARI, R. “Investigating the seismic behavior of RC shear walls with openings strengthened with FRP sheets using different schemes”. Scientia Iranica, v. 24, n. 4, pp. 1855–1865, 1 ago. 2017.] |
38 |
0.1 |
1.16 |
0.667 |
|
WANG et al. [55 WANG, M.-Z. et al. “Sectional Strength Design of Concrete-Infilled Double Steel Corrugated-Plate Walls with T-Section”. Journal of Constructional Steel Research, v. 160, pp. 23–44, set. 2019.] |
36 |
0.1 |
1.16 |
0.6667 |
|
WEI; RICHARD; FU [3232 WEI, M.-W., RICHARD LIEW, J.Y., FU, X.-Y. “Nonlinear Finite Element Modeling of Novel Partially Connected Buckling-Restrained Steel Plate Shear Walls”. International Journal of Steel Structures, v. 19, n. 1, pp. 28–43, feb. 2019.] |
36 |
0.1 |
1.16 |
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