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1

Hanhijarvi, Antti. Computational optimisation of test specimen for planar shear strength tests of wood based panels. VTT, Technical Research Centre of Finland, 1998.

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2

A, Goldman, Farrar C. R, U.S. Nuclear Regulatory Commission. Office of Nuclear Regulatory Research. Division of Engineering., and Los Alamos National Laboratory, eds. Shear wall ultimate drift limits. Division of Engineering, Office of Nuclear Regulatory Research, U.S. Nuclear Regulatory Commission, 1994.

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3

A, Goldman, Farrar C. R, U.S. Nuclear Regulatory Commission. Office of Nuclear Regulatory Research. Division of Engineering., and Los Alamos National Laboratory, eds. Shear wall ultimate drift limits. Division of Engineering, Office of Nuclear Regulatory Research, U.S. Nuclear Regulatory Commission, 1994.

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4

Oesterle, R. G. Design provisions for tangential shear in containment walls. Division of Engineering, Office of Nuclear Regulatory Research, U.S. Nuclear Regulatory Commission, 1988.

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5

Farrar, C. R. Stiffness of low-aspect-ratio, reinforced concrete shear walls. Division of Engineering, Office of Nuclear Regulatory Research, U.S. Nuclear Regulatory Commission, 1993.

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6

Farrar, C. R. Damping in low-aspect-ratio, reinforced concrete shear walls. Division of Engineering, Office of Nuclear Regulatory Research, U.S. Nuclear Regulatory Commission, 1993.

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7

E, Baker W., U.S. Nuclear Regulatory Commission. Office of Nuclear Regulatory Research. Division of Engineering., and Los Alamos National Laboratory, eds. Stiffness of low-aspect-ratio, reinforced concrete shear walls. Division of Engineering, Office of Nuclear Regulatory Research, U.S. Nuclear Regulatory Commission, 1993.

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8

Farrar, C. R. Stiffness of low-aspect-ratio, reinforced concrete shear walls. Division of Engineering, Office of Nuclear Regulatory Research, U.S. Nuclear Regulatory Commission, 1993.

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9

Farrar, C. R. Damping in low-aspect-ratio, reinforced concrete shear walls. Division of Engineering, Office of Nuclear Regulatory Research, U.S. Nuclear Regulatory Commission, 1993.

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10

Farrar, C. R. Damping in low-aspect-ratio, reinforced concrete shear walls. Division of Engineering, Office of Nuclear Regulatory Research, U.S. Nuclear Regulatory Commission, 1993.

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11

H, Hofmayer C., U.S. Nuclear Regulatory Commission. Office of Nuclear Regulatory Research. Division of Engineering Technology., and Brookhaven National Laboratory, eds. Finite element analyses for seismic shear wall international standard problem. Division of Engineering Technology, Office of Nuclear Regulatory Research, U.S. Nuclear Regulatory Commission, 1998.

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12

H, Hofmayer C., U.S. Nuclear Regulatory Commission. Office of Nuclear Regulatory Research. Division of Engineering Technology., and Brookhaven National Laboratory, eds. Finite element analyses for seismic shear wall international standard problem. Division of Engineering Technology, Office of Nuclear Regulatory Research, U.S. Nuclear Regulatory Commission, 1998.

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13

Farrar, C. R. Experimental assessment of damping in low aspect ratio, reinforced concrete shear wall structure. Division of Engineering, Office of Nuclear Regulatory Research, U.S. Nuclear Regulatory Commission, 1988.

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14

Balocco, Gianluca. Witjai: Il gene verde della razza umana. Crowdbooks, 2017.

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15

Séminaire international sur le séchage et sur la valorisation du karité et de l'aiélé (1999 Ngaoundéré, Cameroon). Séminaire international sur le séchage et sur la valorisation du karité et de l'aiélé: Ngaoundéré, Cameroun, 1-3 décembre 1999. Presses universitaires de Yaoundé, 2000.

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16

A planar reacting shear layer system for the study of fluid dynamics-combustion interaction. NASA, 1990.

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17

The crack problem in bonded nonhomogeneous materials. National Aeronautics and Space Administration, 1988.

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18

Wang, Bin. Intraseasonal Modulation of the Indian Summer Monsoon. Oxford University Press, 2018. http://dx.doi.org/10.1093/acrefore/9780190228620.013.616.

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The strongest Indian summer monsoon (ISM) on the planet features prolonged clustered spells of wet and dry conditions often lasting for two to three weeks, known as active and break monsoons. The active and break monsoons are attributed to a quasi-periodic intraseasonal oscillation (ISO), which is an extremely important form of the ISM variability bridging weather and climate variation. The ISO over India is part of the ISO in global tropics. The latter is one of the most important meteorological phenomena discovered during the 20th century (Madden & Julian, 1971, 1972). The extreme dry an
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