A nonlinear fiber element for the simulation of buckling, post buckling, and hysteric responses of tubular struts is formulated and implemented in the nonlinear program DRAIN-3DX. In this element both material and geometric nonlinearities are considered. The element is applied to simulate post buckling and hysteric response of pinned and fixed tubular struts subjected to cyclic loading. The results are in good agreement with available results, i.e., experiment and other analytical models data in terms of buckling load, load-deformation curve, strength, and stiffness degradation.
Issue Section:
Technical Papers
1.
Bea
, R. G.
, 1993, “Seismic Response of Offshore Platforms
,” X-National Conference on Earthquake Engineering, Jalisco, Mexico
.2.
Bea
, R. G.
, 1993, “Response of Offshore Structures Subjected to Earthquakes
,” International Workshop on Wind and Earthquake Engineering For Offshore and Coastal Facilities, Port and Harbor Research Institute, Yokosyka, Japan
.3.
Fujimoto
, M.
, Aoyagi
, T.
, Ukai
, K.
, Wada
, A
, and Saito
, K.
, 1972, “Structural Characteristics of Eccentric K-Braced Fames
,” Transactions AIJ, No. 195.4.
Sherman
, D. R.
and Erzurumlu
, H.
, 1976, “Ultimate Capacity of Tubular Beam-Columns
,” ASCE National Structural Engineering Conference, Madison, Wisconsin
.5.
Skallerud
, B.
and Amdahl
, J.
, 2002, Nonlinear Analysis of Offshore Structures
, Research Studies Press LTD
.6.
Sing
, P.
, 1977, “Seismic Behavior of braces and Braced Steel Frames
,” Report No. UMEE77R1, University of Michigan
, Ann Arbor.7.
Ikeda
, K.
and Mahin
, S. A.
, 1984, “A Refined Physical Theory Model for Predicting the Seismic Behavior of Braced Steel Frames
,” Report No. UCB/EERC-84/12, University of California Berkeley
.8.
Marshal
, P. W.
, 1978, “Design Considerations for Offshore Structures having Nonlinear Response to Earthquake
,” preprint ASCE Annual Convention and Exposition, Chicago
.9.
Maison
, B.
, and Popov
, E. P.
, 1980, “Cyclic Response Prediction for Braced Steel Frames
,” J. Struct. Div. ASCE
0044-8001, 106
, pp. 1401
–1406
.10.
Roeder
, C. W.
and Popov
, E. P.
, 1977, “Inelastic Behavior of Eccentrically Braced Framed under Cyclic Loading
,” Report No. UCB/EERC-77/18, Earthquake Engineering Research center, University of California Berkeley
.11.
Han
, D. J.
and Chen
, W. F.
, 1983, “Behavior of Portal and Strut types of Beam-Columns
,” Eng. Struct.
0141-0296, 5
, pp. 15
–25
.12.
Chen
, W. F.
and Sugimoto
, H.
, 1984, “Stability and Strength of Fabricated Tubular Columns used in Offshore Structures
,” Report No. CE-STR-84-9, Purdue University
.13.
Prakash
, V.
, Powell
, G. H.
, and Campbell
, S.
, 1994, “DRAIN-3DX base program description and user guide, version 1.10
,” Report No. UCB/SEMM-94/07, Department of Civil Engineering, University of California
, Berkeley, 1994.14.
Powell
, G. H.
and Campbell
, S.
, 1994, “DRAIN-3DX element description and user guide for element type 01, type 04, type05, type 08, type 09, type 15, type 17, version 1.10
.,” report No. UCB/SEMM-94/08, Department of Civil Engineering University of California
, Berkeley.15.
Prakash
V.
and Powell
G H
, 1993, “DRAIN-2DX, DRAIN-3DX and DRAIN-BUILDING: base program design documentation
,” Report No. UCB/SEMM-93/16, Department of Civil Engineering University of California
, Berkeley.16.
Taucer
, F.
, Spacone
, E.
, and Fillipou
, F. C.
, 1991, “A Fiber Beam-Column Element for Seismic Response Analysis of Reinforced Concrete Structures
,” Report No. UCB/EERC-91/17, Earthquake Engineering Research Center, University of California Berkeley
.17.
Kaba
, S. A.
, and Mahin
, S. A.
, 1983, “Interactive Computer Analysis Methods for Predicting the Inelastic Cyclic Behavior of Structural Sections
,” Report No. UCB/EERC-83/18, Earthquake Engineering Research Center, University of California Berkeley
.18.
Yang
, Y. B.
, and Kuo
, S. R.
, 1994, Theory and Analysis of Nonlinear Framed Structures
, Prentice Hall
, Englewood Cliffs, New Jersey.19.
ASCE
, 1994, “Manual of Steel Construction, Load & Resistance Factor Design
,” ASCE
.20.
Han
, D. J.
, Chen
, W. F.
, 1983, “Buckling and Cyclic Inelastic Analysis of Steel Tubular Beam-Columns
,” Eng. Struct.
0141-0296, 5
, pp. 119
–132
.21.
Chen
, W. F.
, and Han
, D. J.
, 1985, Tubular Members in Offshore Structures
, Pitman Publishing Inc.
, Boston, Ma.22.
Sherman
, D. R.
, 1979, “Post Local Buckling Behavior of Tubular Strut type Beam-Columns: An Experimental Study
,” Report to Shell Oil Co., University of Wisconsin
, Milwaukee.23.
Zayas
, V. A.
, Popov
, E. P.
, and Mahin
, S. A.
, 1980, “Cyclic Inelastic Buckling of Tubular Steel Braces
,” Report No. UCB/EERC-80/16, Earthquake Engineering Research Center, University of California
, Berkeley.24.
Zayas
, V. A.
, Mahin
, S. A.
, and Popov
, E. P.
, 1980, “Cyclic Inelastic Behavior of Steel Offshore Structures
,” Report No. UCB/EERC-80/27, Earthquake Engineering Research Center, University of California
, Berkeley.25.
Zayas
, V. A.
, Shing
, P. B.
, Popov
, E. P.
, and Mahin
, S. A.
, 1981, “Inelastic Structural Modeling of Braced Offshore Platforms for Seismic Loading
,” Report No. UCB/EERC-81/04, Earthquake Engineering Research center, University of California
, Berkeley.26.
Kayvani
, K.
, Barzegar
, F.
, “Modeling of Tubular Members in Offshore Steel Jacket Under Severe Cyclic Loading
,” Report No. R-324, the University of New South Wales
, Australia.Copyright © 2005
by American Society of Mechanical Engineers
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