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1
-
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0031366567
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Dynamic Elasto-Plastic Buckling Simulation System of Single Layer Reticular Domes with Semi-rigid Connections under Multiple Loadings
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Kato, S. and Murata, M., Dynamic Elasto-Plastic Buckling Simulation System of Single Layer Reticular Domes with Semi-rigid Connections under Multiple Loadings, J. of Space Structures, Vol. 12, No. 3, 1997, pp. - .
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(1997)
J. of Space Structures
, vol.12
, Issue.3
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-
Kato, S.1
Murata, M.2
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2
-
-
6044246631
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Dynamic Behaviour of High Rise Single Layered Domes subjected to earthquake Motions
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AIJ, Dec.
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Kato, S., Mukaiyama, Y. and Ueki, T., Dynamic Behaviour of High Rise Single Layered Domes subjected to earthquake Motions, J. Structural and Construction Engineering, AIJ, No. 442, Dec. 1992, pp. 101-109.
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(1992)
J. Structural and Construction Engineering
, Issue.442
, pp. 101-109
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-
Kato, S.1
Mukaiyama, Y.2
Ueki, T.3
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3
-
-
6044222705
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Study on Elasto-Plastic Dynamic Buckling Behaviour of High-Rise Single Layered Domes
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Toronto
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Mukaiyama, Y., Ueki, T., Kato, S. and Kubodera, I., Study on Elasto-Plastic Dynamic Buckling Behaviour of High-Rise Single Layered Domes, Proc. of IASS-CSCE International Congress 1992 on Innovative Large Span Structures - Concept, design, Construction -, Vol. 2, Toronto, 1992, pp. 688-697.
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(1992)
Proc. of IASS-CSCE International Congress 1992 on Innovative Large Span Structures - Concept, Design, Construction
, vol.2
, pp. 688-697
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-
Mukaiyama, Y.1
Ueki, T.2
Kato, S.3
Kubodera, I.4
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4
-
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6044227330
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Dynamic Behaviour of Low Rise Single Layered Domes Subjected to Earthquake Motions
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AIJ, Oct.
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Kato, S. and Mukaiyama, Y., Dynamic Behaviour of Low Rise Single Layered Domes Subjected to Earthquake Motions, J. Structural and Construction Engineering, AIJ, No. 488, Oct., 1996, pp. 87-96.
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(1996)
J. Structural and Construction Engineering
, Issue.488
, pp. 87-96
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-
Kato, S.1
Mukaiyama, Y.2
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5
-
-
0003139905
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Study on Dynamic Behavior and Collapse Acceleration of Single Layer Reticular Domes Subjected to Horizontal and Vertical Earthquake Motions
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AIJ, Nov.
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Kato, S., Shoumura, M. and Mukaiyama M., Study on Dynamic Behavior and Collapse Acceleration of Single Layer Reticular Domes Subjected to Horizontal and Vertical Earthquake Motions, J. Structural and Construction Engineering, AIJ, No. 477, Nov. 1995, pp. 87-96.
-
(1995)
J. Structural and Construction Engineering
, vol.477
, pp. 87-96
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-
Kato, S.1
Shoumura, M.2
Mukaiyama, M.3
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6
-
-
6044233832
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Dynamic Behavior and Collapse Acceleration of Single Layer Reticular Domes under Actual Earthquake Motions
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China
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Kato, S., Shoumura, M., Mukaiyama, Y., Mutoh, I. and Kubota, K., Dynamic Behavior and Collapse Acceleration of Single Layer Reticular Domes under Actual Earthquake Motions, Proc. Asia-Pacific Conference on Shell and Spatial Structures, Beijing, China, 1996, pp. 704-711.
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(1996)
Proc. Asia-Pacific Conference on Shell and Spatial Structures, Beijing
, pp. 704-711
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-
Kato, S.1
Shoumura, M.2
Mukaiyama, Y.3
Mutoh, I.4
Kubota, K.5
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7
-
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0024131360
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Geometric and Material Non-linear Analysis of Beam-Columns and Frames Using the Minimum residual Displacement Method
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Chan S.L., Geometric and Material Non-linear Analysis of Beam-Columns and Frames Using the Minimum residual Displacement Method, Internl. J. for Numerical Methods in engineering, Vol. 26, 1988, pp. 2657-2669,
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(1988)
Internl. J. for Numerical Methods in Engineering
, vol.26
, pp. 2657-2669
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-
Chan, S.L.1
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8
-
-
0031388436
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Elastic-Plastic buckling Analysis of Reticular Domes subjected to Earthquake Motions
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Ishikawa, K. and Kato, S., Elastic-Plastic buckling Analysis of Reticular Domes subjected to Earthquake Motions, J. of Space Structures, Vol. 1997, pp. - .
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J. of Space Structures
, vol.1997
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-
Ishikawa, K.1
Kato, S.2
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9
-
-
0004684445
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Dynamic buckling behaviour of single and double layer latticed domes due to vertical earthquake motions
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Guildford
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Ishikawa, K. and Kato, S., Dynamic buckling behaviour of single and double layer latticed domes due to vertical earthquake motions, Proc. of Space Structures 4, Guildford, Vol. 1, 1993, pp. 466-475.
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(1993)
Proc. of Space Structures 4
, vol.1
, pp. 466-475
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-
Ishikawa, K.1
Kato, S.2
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10
-
-
6044250726
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Earthquake Resistant Capacity of Double Layer Latticed Dome due to Vertical Motions
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AIJ, May
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Ishikawa, K. and Kato, S., Earthquake Resistant Capacity of Double Layer Latticed Dome due to Vertical Motions, J. Structural and Construction Engineering, AIJ, No. 447, May, 1993, pp. 79-88.
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(1993)
J. Structural and Construction Engineering
, Issue.447
, pp. 79-88
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-
Ishikawa, K.1
Kato, S.2
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11
-
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6044220568
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Earthquake Resistant Capacity of Double Layer Latticed Domes with Additional Masses Subjected to Vertical Motions
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AIJ, Sep.
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Ishikawa, K. and Kato, S., Earthquake Resistant Capacity of Double Layer Latticed Domes with Additional Masses Subjected to Vertical Motions, J. Structural and Construction Engineering, AIJ, No. 475, Sep., 1995, pp. 119-127.
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(1995)
J. Structural and Construction Engineering
, Issue.475
, pp. 119-127
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-
Ishikawa, K.1
Kato, S.2
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12
-
-
6044266595
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Materially Non-linear Stability of a Double-Layer Grid Due to Vertical Earthquake Motions
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Tokyo
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Kato, S. and Ishikawa, K., Materially Non-linear Stability of a Double-Layer Grid Due to Vertical Earthquake Motions, Proc. of IASS on Shells, Membranes and Space Frames, Vol. 3, Tokyo, 1986, pp. 9-16.
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(1986)
Proc. of IASS on Shells, Membranes and Space Frames
, vol.3
, pp. 9-16
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-
Kato, S.1
Ishikawa, K.2
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13
-
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0043140067
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Dynamic Analysis of a Simply Supported Spherical Shell with a Square Plan subjected to Vertical Earthquake Motions
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Beijing, Oct.
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Kato, S., Ishikawa, K. and Takashima, H., Dynamic Analysis of a Simply Supported Spherical Shell with a Square Plan subjected to Vertical Earthquake Motions, Proc. of IASS proc. of the International Colloquium on Space structures for Sport Buildings, Beijing, Oct., 1987, pp. 152-160.
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(1987)
Proc. of IASS Proc. of the International Colloquium on Space Structures for Sport Buildings
, pp. 152-160
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-
Kato, S.1
Ishikawa, K.2
Takashima, H.3
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17
-
-
6044262765
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Study on an Elasto-Plastic Buckling Load of a Rigidly Jointed single Layer Shallow Reticular Dome
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AIJ, July
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Shibata, R., Kato, S. and Ueki, T., Study on an Elasto-Plastic Buckling Load of a Rigidly Jointed single Layer Shallow Reticular Dome, J. Structural and Construction Engineering, AIJ, No. 449, July, 1993, pp. 143-153.
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(1993)
J. Structural and Construction Engineering
, Issue.449
, pp. 143-153
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-
Shibata, R.1
Kato, S.2
Ueki, T.3
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18
-
-
6044238525
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Design procedure for large single-layer latticed domes
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Guildford
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Ueki, T., Matsushita, F., Shibata, R. and Kato, S., Design procedure for large single-layer latticed domes, Proc. of Space Structures 4, Guildford, Vol. 1, 1993, pp. 237-246.
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(1993)
Proc. of Space Structures 4
, vol.1
, pp. 237-246
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-
Ueki, T.1
Matsushita, F.2
Shibata, R.3
Kato, S.4
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19
-
-
0007706671
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Buckling Load Estimation for Single Layer Domes by the Concept of Column Strength Curves
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Istanbul
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Kato, S., Shibata, R., Ueki, T. and Matsushita, F., Buckling Load Estimation for Single Layer Domes by the Concept of Column Strength Curves, Proc. of IASS-MSU International Symposium on Public Assembly Structures, Istanbul, 1993, pp. 507-512.
-
(1993)
Proc. of IASS-MSU International Symposium on Public Assembly Structures
, pp. 507-512
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-
Kato, S.1
Shibata, R.2
Ueki, T.3
Matsushita, F.4
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20
-
-
0028257080
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Effect of Joint Rigidity on Buckling Strength of Single Layer Lattice Domes
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Atlanta
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Kato, S, Muto, I and Shoumura, M, Effect of Joint Rigidity on Buckling Strength of Single Layer Lattice Domes, Proc. of IASS-ASCE International Symposium on Spatial, Lattice and Tension Structures, Atlanta, 1994, pp.468-447
-
(1994)
Proc. of IASS-ASCE International Symposium on Spatial, Lattice and Tension Structures
, pp. 468-1447
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-
Kato, S.1
Muto, I.2
Shoumura, M.3
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21
-
-
38249042695
-
A Modified Thin-Layered Far Field Soil Element for Soil-Structure Interaction of Axisymmetric Structures
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Kato, S. and Shori, T., A Modified Thin-Layered Far Field Soil Element For Soil-Structure Interaction of Axisymmetric Structures, Computers and Geotechnics, Vol. 2, 1986, pp. 167-184.
-
(1986)
Computers and Geotechnics
, vol.2
, pp. 167-184
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-
Kato, S.1
Shori, T.2
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