1 |
Vatansever, C. (2008), "Cyclic Behavior of Thin Steel Plate Shear Walls with Semi-Rigid Beam-to-Column Connections", Ph.D. Thesis; Istanbul Technical University, Institute of Science.
|
2 |
Sabelli, R. and Bruneau, M. (2007), Design Guide 20 Steel Plate Shear Walls; American Institute of Steel Construction.
|
3 |
LaBoube, R.A. and Sokol, M.A. (2002), "Behavior of screw connections in residential construction", J. Struct. Eng., 128(1), 115-118.
DOI
|
4 |
Lubell, A.S., Prion, H.G.L., Ventura, C.E. and Rezai, M. (2000), "Unstiffened steel plate shear wall performance under cyclic loading", J. Struct. Eng., 126(4), 0453-0460.
DOI
|
5 |
Matteis, G.D. and Landolfo, R. (1999), "Mechanical fasteners for cladding sandwich panels: Interpretative models for shear behavior", Thin-Wall. Struct., 35(1999), 61-79.
DOI
|
6 |
Mazzoni, S., McKenna, F., Scott, M.H., Fenves, G.L. (2009), OpenSEES (Open System for Earthquake Engineering Simulation), Pacific Earthquake Engineering Research Center, University of California, Berkeley.
|
7 |
Rex, C.O. and Easterling, S.W. (2003), "Behavior and modeling of a bolt bearing on a single plate", J. Struct. Eng., 129(6), 792-800.
DOI
|
8 |
Sabouri-Ghomi, S., Ventura, C.E. and Kharrazi, M.H.K. (2005), "Shear analysis and design of ductile steel plate shear walls", J. Struct. Eng., 131(6), 878-889.
DOI
|
9 |
Thorburn, L.J., Kulak, G.L. and Montgomery, C.J. (1983), "Analysis of Steel Plate Shear Walls", Structural Engineering Report No. 107; Department of Civil Engineering, University of Alberta, Edmonton, AB, USA.
|
10 |
Timler, P.A. and KuIak, G.L. (1983), "Experimental Study of Steel Plate Shear Walls", Structural Engineering Report No. 114; Department of Civil Engineering, University of Alberta, Edmonton, AB, USA.
|
11 |
Vatansever, C. and Yardimci, N. (2011), "Experimental investigation of thin steel plate shear walls with different infill-to-boundary frame connection", Steel Comp. Struct., Int. J., 11(3), 251-271.
DOI
|
12 |
Chen, S.J. and Jhang, C. (2006), "Cyclic behavior of low yield point steel shear walls", Thin-Wall. Struct., 44(2006), 730-738.
DOI
|
13 |
Abbott, B.J. and Richard, R.M. (1975), "Versatile elastic-plastic stress-strain formula", J. Eng. Mech. Div., 101(4), 511-515.
|
14 |
Berman, J. and Bruneau, M. (2005), "Experimental investigation of light-gauge steel plate shear walls", J. Struct. Eng., 131(2), 259-267.
DOI
|
15 |
Caccese, V., Elgaaly, M. and Chen, R. (1993), "Experimental study of thin steel-plate shear walls under cyclic loading", J. Struct. Eng., 119(2), 0573-0587.
DOI
|
16 |
Choi, I.R. and Park, H.G. (2009), "Steel plate shear walls with various infill plate designs", J. Struct. Eng., 135 (7), 785-796.
DOI
|
17 |
Driver, R.G., Kulak, G.L., Elwi, A.E. and Kennedy, D.J.L. (1998a), "FE and simplified models of steel plate shear wall", J. Struct. Eng., 124(2), 0121-0130.
DOI
|
18 |
Elgaaly, M. and Liu, Y. (1997), "Analysis of thin-steel-plate shear walls", J. Struct. Eng., 123(11), 1487-1496.
DOI
|
19 |
Frank, K.H. and Yura, J.A. (1981), "An experimental study of bolted shear connections", Technical Report No. FHWA/RD-81/148; Department of Civil Engineering, University of Texas at Austin, Austin, TX, USA.
|
20 |
European Convention for Constructional Steelwork (ECCS) (2005), Eurocode 3; Design of Steel Structures, CEN, Brussels, Belgium.
|
21 |
Goldberg, J.E. and Richard, R.M. (1963), "Analysis of nonlinear structures", J. Struct. Div., 89(4), 333-351.
|
22 |
Guo, L., Li, R., Rong, Q. and Zhang, S. (2012), "Cyclic behavior of SPSW and CSPSW in composite frame", Thin-Wall. Struct., 51(2012), 39-52.
DOI
|
23 |
Hibbit, Karlsson, Sorenson, Inc. (HKS), ABAQUS/Standard Theory Manual.
|
24 |
Jahanpour, A., Moharrami, H. and Aghakoochak, A. (2011), "Evaluation of ultimate capacity of semisupported steel shear walls", J. Construct. Steel Res., 67(2011), 1022-1030.
DOI
|
25 |
Jahanpour, A., Jonsson, J. and Moharrami, H. (2012), "Seismic behavior of semi-supported steel shear walls", J. Construct. Steel Res., 74(2012), 118-133.
DOI
|
26 |
Kharrazi, M.H.K., Prion, H.G.L. and Ventura, C.E. (2008), "Implementation of M-PFI method in design of steel plate shear walls", J. Construct. Steel Res., 64(2008), 465-479.
DOI
|
27 |
Kharrazi, M.H.K., Ventura, C.E. and Prion, H.G.L. (2011), "Analysis and design of steel plate walls: Analytical model", Can. J. Civ. Eng., 38, 49-59.
DOI
|
28 |
Kurata, M., Leon, R.T., DesRoches, R. and Nakashima, M. (2012), "Steel plate shear wall with tensionbracing for seismic rehabilitation of steel frames", J. Construct. Steel Res., 71(2012), 92-103.
DOI
|
29 |
European Convention for Constructional Steelwork (ECCS), ECCS-TC7 (2009), The Design and Testing of Connections in Steel Sheeting and Sections, 124.
|
30 |
Yu, W.W. (2000), Cold-Formed Steel Design, John Wiley & Sons, Inc., New York, NY, USA.
|
31 |
Kim, T.S. and Kuwamura, H. (2007), "Finite element modeling of bolted connections in thin-walled stainless steel plates under static shear", Thin-Wall. Struct., 45(2007), 407-421.
DOI
|
32 |
Applied Technology Council (ATC) (1992), ATC-24 Guidelines for Cyclic Seismic Testing of Components of Steel Structures, CA, USA.
|
33 |
Driver, R.G., Kulak, G.L., Kennedy, D.J.L. and Elwi, A.E. (1998b), "Cyclic test of four-story steel plate shear wall", J. Struct. Eng., 124(2), 0112-0120.
DOI
|