1 |
Lee, J., Park, D., Lee, K. and Ahn, N. (2013), "Geometric nonlinear analysis of tall building structures with outriggers", J. Struct. Design Tall Spec. Build., 22(5), 454-470.
DOI
|
2 |
Lee, S. and Tovar, A. (2014), "Outrigger placement in tall buildings using topology optimization", J. Eng. Struct., 74, 122-129.
DOI
|
3 |
Li, M., Lu, X., Lu, X. and Ye, L. (2014), "Influence of soil-structure interaction on seismic collapse resistance of super-tall buildings", J. Rock Mech. Geotech. Eng., 6(5), 477-485
DOI
|
4 |
Li, Q. S. and Wu, J. R. (2004), "Correlation of dynamic characteristics of a super-tall building from full-scale measurements and numerical analysis with various finite element models", J. Earthquake Engng Struct. Dyn.,33, 1311-1336.
DOI
|
5 |
Liew, J.Y., Xiong, M. and Xiong, D. (2016), "Design of Concrete Filled Tubular Beam-columns with High Strength Steel and Concrete", Structures, 8(2), 213-226.
DOI
|
6 |
lu, X., Chen, Y. and Mao, Y. (2012), "Shaking table model test and numerical analysis of a super tall building with high-level transfer storey", J. Struct. Design Tall Spec. Build., 21(10), 699-723.
DOI
|
7 |
Lu, X., Su, N. and Zhou, Y. (2013), "Nonlinear time history analysis of a super-tall building with setbacks in elevation", J. Struct. Design Tall Spec. Build., 22(7), 593-614.
DOI
|
8 |
AISC 341-10 (2010), Seismic provisions for structural steel buildings, American Institute of Steel Construction, Chicago, IL.
|
9 |
Meng, W., Weigum, Y., Yongjiu, S. and Jian, X. (2015), "Seismic behaviors of steel plate shear wall structures with construction details and material", J. Constr. Steel. Res., 107, 194-210.
DOI
|
10 |
Lu, Z., Chen, X., Lu, X. and Yang, Z. (2016), "Shaking table test and numerical simulation of an RC frame-core tube structure for earthquake-induced collapse", J. Earthquake Engng Struct. Dyn., 45(9), 1537-1556.
DOI
|
11 |
Choi, I. R., and Park, H. G. (2008) "Ductility and energy dissipation capacity of shear-dominated steel plate walls." J. Struct. Eng., ASCE, 134(9), 1495-1507.
DOI
|
12 |
ANSYS 15.0 (2013), ANSYS documentation; ANSYS Inc.
|
13 |
Behbahanifard, M.R., Grondin, G. Y. and Elwi, A. E. (2003) "Experimental and numerical investigation of steel plate shear wall", Structural Engineering Report 254; Department of Civil Engineering, University of Alberta, Edmonton, Alberta, Canada.
|
14 |
Brunesi, E., Nascimbene, R. and Casagrande, L. (2016), "Seismic analysis of high-rise mega-braced frame-core buildings", J. Eng. Struct., 115, 1-17.
DOI
|
15 |
Chung, Y. L., Nagae, T., Hitaka, T. and Nakashima, M. (2010), "Seismic resistance capacity of high-rise buildings subjected to long-period ground motions: E-Defense shaking table test", J. Struct. Eng., 136(6), 637-644.
DOI
|
16 |
Choi, I. R., and Park, H. G. (2009) "Steel plate shear walls with various infill plate designs." J. Struct. Eng., ASCE, 135(7), 785-796.
DOI
|
17 |
Choi, H. S., Ho, G., Joseph, L. and Mathias, N. (2012) "Outrigger design for high rise buildings: an output of CTBUH outrigger working group", CTBUH Technical Guide, Council on Tall Buildings and Urban Habitat, Chicago.
|
18 |
Choi, S.W., Kim, I. S., Park, J. H., Kim, Y., Sohn, H. G. and. Park, H. S. (2013), "Evaluation of stiffness changes in a high-rise building by measurements of lateral displacement using GPS technology", Sensors, 13(11), 15489-15503.
DOI
|
19 |
Civalek, O. (2007), "Linear vibration analysis of isotropic conical shells by discrete singular convolution (DSC)." Structural Engineering and Mechanics, an Int'l Journal, 25(1), 127-130.
DOI
|
20 |
Park, H. S., Hong, K., and Seo, J. H. (2002), "Drift design of steel-frame shear-wall systems for tall buildings", J. Struct. Design Tall Spec. Build, 11(1), 35-49.
DOI
|
21 |
Patil, D. M. and Sangle, K. K. (2016), "Seismic Behaviour of Outrigger Braced Systems in High Rise 2-D Steel Buildings", Structures, 8(1), 1-16.
DOI
|
22 |
Purba, R. and Bruneau, M. (2014) "Seismic performance of steel plate shear walls considering various design approaches" Technical report MCEER-14-0005, Multidisciplinary Centre for Earthquake Engineering Research, State University of New York at Buffalo, Buffalo, New York.
|
23 |
Purba, R. and Bruneau, M. (2015), "Experimental investigation of steel plate shear walls with in-span plastification along horizontal boundary elements", J. Eng. Struct., 97, 68-79.
DOI
|
24 |
SAP2000 v15. (2010), Integrated software for structural analysis and design. Computers and Structures, Inc., Berkeley, CA.
|
25 |
Vatansever, C. and Yardimci, N. (2011), "Experimental investigation of thin steel plate shear walls with different infill-to-boundary frame connections", Steel Compos. Struct., Int. J., 11(3), 251-271.
DOI
|
26 |
Vian, D. and Bruneau, M. (2005) "Steel plate shear walls for seismic design and retrofit of building structures" Technical report MCEER-05-0010, Multidisciplinary Centre for Earthquake Engineering Research, State University of New York at Buffalo, Buffalo, New York.
|
27 |
Wang, M., Shi, Y., Xu, J., Yang, W. and Li, Y. (2015), "Experimental and numerical study of unstiffened steel plate shear wall structures", J. Constr. Steel. Res., 112, 373-386.
DOI
|
28 |
Wu, Y.T., Kang, D. Y. and Yang, Y. B. (2016), "Seismic performance of steel and concrete composite shear walls with embedded steel truss for use in high-rise buildings", J. Eng. Struct., 125, 39-53.
DOI
|
29 |
CSA-S16-09. (2009), Design of Steel Structures, Canadian Standards Association, Toronto.
|
30 |
Civalek, O. (2007), "Nonlinear dynamic response of MDOF systems by the method of harmonic differential quadrature (HDQ)." Structural Engineering and Mechanics, an Int'l Journal, 25(2), 201-217
DOI
|
31 |
Du, Y., Chen, Z. and Yu, Y. (2016), "Behavior of rectangular concrete-filled high-strength steel tubular columns with different aspect ratio", Thin-Walled Structures, 109, 304-318.
DOI
|
32 |
EN-1992-1-1 (2004), Eurocode 2, Design of Concrete Structures Resistance. Part 1-1: General rules and rules for buildings, European Committee for Standardization, Brussels.
|
33 |
Du, Y., Chen, Z. and Xiong, M.X. (2016), "Experimental behavior and design method of rectangular concrete-filled tubular columns using Q460 high-strength steel", Constr. Build. Mater., 125, 856-872.
DOI
|
34 |
Du, Y., Chen, Z., Liew, J.Y. R. and Xiong, M.X. (2017), "Rectangular concrete-filled steel tubular beam-columns using high-strength steel: Experiments and design", J. Constr. Steel Res., 131, 1-18.
DOI
|
35 |
EN-1990 (2010), Eurocode, Basis of Structural Design. European Committee for Standardization, Brussels.
|
36 |
EN 1993-1-1 (2005), Eurocode 3, Design of Steel structures. Part 1-1: General rules - General rules and rules for buildings, European Committee for Standardization, Brussels.
|
37 |
EN 1993-1-5 (2006), Eurocode 3, Design of steel structures. Part 1-5: General rules - Plated structural elements, European Committee for Standardization, Brussels.
|
38 |
EN-1994-1-1 (2004), Eurocode 4, Design of composite steel and concrete structures Resistance. Part 1: General rules and rules for buildings, European Committee for Standardization, Brussels.
|
39 |
Zeidabadi, N. A., Mirtalaeand, K. and Mobasher, B. (2004), "Optimized use of the outrigger system to stiffen the coupled shear walls in tall buildings", J. Struct. Design Tall Spec. Build., 13(1), 9-27.
DOI
|
40 |
Youssef, N., Wilkerson, R., Fischer, K. and Tunick, D. (2010), "Seismic performance of a 55-storey steel plate shear wall", J. Struct. Design Tall Spec. Build., 19, 139-165.
|
41 |
Zhou, Y., Zhang, C. and Lu, X. (2016), "An inter-story drift-based parameter analysis of optimal location of outriggers in tall buildings", J. Struct. Design Tall Spec. Build., 25(5), 215-231.
DOI
|
42 |
Zirakian, T. and Zhang, J. (2015), "Structural performance of unstiffened low yield point steel plate shear walls", J. Constr. Steel. Res., 112, 40-53.
DOI
|
43 |
Gantes, C.J., Vayas, I., Spiliopoulos, A., Pouangare, C. C. (2001), "Bending and shear stiffness optimization for rigid and braced multi-story steel frames." Steel and Composite Structures, an Int'l Journal, 1(4), 377-392.
DOI
|
44 |
EN-1998-1(2004), Eurocode 8, Design of Structures for Earthquake Resistance. Part 1: General rules, seismic actions and rules for buildings, European Committee for Standardization, Brussels.
|
45 |
Epackachi, S., Mirghaderi, R., Esmaili, O., Behbahani, A. A. T. and Vahdani, S. (2012), "Seismic evaluation of a 56-storey residential reinforced concrete high-rise building based on nonlinear dynamic time-history analyses", J. Struct. Design Tall Spec. Build., 21(4), 233-248.
DOI
|
46 |
Fan, H., Li, Q.S., Tuan, A.Y. and Xu, L. (2009), "Seismic analysis of the world's tallest building", J. Constr. Steel. Res., 65(5) 1206-1215.
DOI
|
47 |
FEMA-350 (2000), NEHRP Recommended seismic design criteria for new steel moment frame buildings. Federal Emergency, Washington, D.C., USA.
|
48 |
FEMA-450 (2003), NEHRP Recommended Provisions for Seismic Regulations for New Buildings and Other Structures, Part 1: Provisions. Federal Emergency Management Agency, Washington, D.C., USA.
|
49 |
George A. Papagiannopoulos and Beskos, D. E. (2011), "Modal strength reduction factors for seismic design of plane steel frames." Earthquakes and Structures, an Int'l Journal, 2(1), 65-88.
DOI
|
50 |
Ghannadi, P. and Kourehli, S. S. (2019), "Model updating and damage detection in multi-story shear frames using Salp Swarm Algorithm." Earthquakes and Structures, an Int'l Journal, 17(1), 63-73.
|
51 |
Ashkezari G. D. (2018), "A performance based strategy for design of steel moment frames under blast loading." Earthquakes and Structures, an Int'l Journal, 15(2), 155-164.
|
52 |
Guo, H. C., Hao, J. P. and Liu, Y. H. (2015), "Behavior of stiffened and unstiffened steel plate shear walls considering joint properties", Thin-Walled Structures, 97, 53-62.
DOI
|
53 |
Gholipour, M. and Alinia, M. M. (2016), "Behavior of multi-story code-designed steel plate shear wall structures regarding bay width", J. Constr. Steel. Res., 122, 40-56.
DOI
|
54 |
Gunal, M. H. and Ilgin, H. E. (2014), Tall Buildings Structural Systems and Aerodynamic Form, Routledge, Taylor and Francis Group, London and New York.
|
55 |
Guo, L., Jia, M., Li, R. and Zhang, S. (2013), "Hysteretic analysis of thin steel plate shear walls", International Journal of Steel Structures, 13(1), 163-174.
DOI
|
56 |
Hoenderkamp, J. C. D. and Bakker, M. C. M. (2003), "Analysis of high-rise braced frames with outriggers", J. Struct. Design Tall Spec. Build.,12(4), 335-350.
|
57 |
Hoenderkamp, J. C.D. (2008), "Second outrigger at optimum location on high-rise shear wall", J. Struct. Design Tall Spec. Build., 17(3), 619-634.
DOI
|
58 |
Hosseinzadeh, S.A.A. and Tehranizadeh, M. (2014), "Behavioral characteristics of code designed steel plate shear wall systems", J. Constr. Steel. Res., 99, 72-84.
DOI
|
59 |
Hu, H.T., Huang, C.S., Wu, M.H. and Wu, Y.M. (2003), "Nonlinear analysis of axially loaded concrete-filled tube columns with confinement effect", J. Struct. Eng., 129(10),1322-1329.
DOI
|
60 |
Ji, X., Kajiwara, K., Nagae, T., Enokida, R. and Nakashima, M. (2009), "A substructure shaking table tests for reproduction of earthquake responses of high-rise buildings", J. Earthquake Engng Struct. Dyn., 38(12),1381-1399.
DOI
|
61 |
Jiang, H., Lu, X. and Zhu, J. (2012), "Performance-based seismic analysis and design of code-exceeding tall buildings in Mainland China", Struct. Eng. Mech., Int. J., 43(4), 545-560.
DOI
|