1 |
Akiyama, H. (1998), "Behaviour of connections under seismic loads. control of the semi-rigid behaviour of civil engineering structural connections. COST-C1", Proceedings of the International Conference, Liege.
|
2 |
Aukeman, L.J. and Laursen, P. (2011), "Evaluation of the ASCE 7-05 standard for dual systems: Response history analysis of a tall buckling-restrained braced frame dual system", Struct. Congress, ASCE, 2707-2717.
|
3 |
Bruneau, M., Uang, C.M. and Whittaker, A. (1998), Ductile design of steel structures, McGraw-Hill, Network.
|
4 |
CSI (1998), SAP 2000: Integrated Finite Element Analysis and Design of Structures, Analysis Reference, Computers and Structures Inc., University of California, Berkeley.
|
5 |
CEN (2003), PrEN 1998-1, Eurocode 8: Design of Structures for Earthquake Resistance, Part 1: General Rules, Seismic Actions and Rules for Buildings.
|
6 |
CEN (2005), EN 1993-1-1, Eurocode 3: design of steel structures, Part 1: general rules and rules for buildings, Comite Europeen de Normalisation.
|
7 |
Dubina, D., Stratan, A. and Dinu, F. (2011), "Re-centering capacity of dual-steel frames", Steel Constr., 4(2), 73-84.
DOI
|
8 |
Dubina, D., Stratan, A. and Dinu, F. (2008), "Dual high-strength steel eccentrically braced frames with removable links", Earthq. Eng. Struct. Dyn., 37(15), 1703-1720.
DOI
|
9 |
Fell, B.V., Myers, A.T., Deierlein, G.G. and Kanvinde, A.M. (2006), "Testing and simulation of ultra-low cycle fatigue and fracture in steel braces", Proceedings of the 8th National Conference on Earthquake Engineering 2006, San Francisco, USA.
|
10 |
Fell, B.V., Myers, A.T., Deierlein, G.G. and Kanvinde, A.M. (2006), "Testing and simulation in steel braces", Proceedings of the conference 8th U.S. National Conference on Earthquake Engineering, San Francisco.
|
11 |
Giugliano, M.T., Longo, A., Montuori, R. and Piluso, V. (2010), "Failure mode and drift control of MRFCBF dual systems", Open Constr. Build. Technol. J., 4, 121-133.
DOI
|
12 |
Iyama, J. and Kuwamura, H. (1999), "Probabilistic advantage of vibrational redundancy in earthquakeresistant steel frames", J. Constr. Steel Res., 52(1), 33-46.
DOI
|
13 |
Kanvinde, A.M. and Deierlein, G.G. (2004), Micromechanical simulation of earthquake induced fracture in steel structures, Blume Center TR145.
|
14 |
Kiggings, S. and Uang, C. (2006), "Reducing residual drift of buckling-restrained braced frames as dual system", Eng. Struct., 28(11), 1525-1532.
DOI
|
15 |
American Society of Civil Engineers (ASCE) (2006), ASCE 7-05 Minimum Design Loads for Building and Other Structures.
|
16 |
Longo, A., Montuori, R. and Piluso, V. (2008), "Failure mode control of X-braced frames under seismic actions", J. Earthq. Eng., 12(5), 728-759.
DOI
|
17 |
Longo, A., Montuori, R. and Piluso, V. (2008), "Plastic design of seismic resistant V-Braced frames", J. Earthq. Eng., 12(8), 1246-1266.
DOI
|
18 |
Longo, A., Montuori, R. and Piluso, V. (2012), "Theory of plastic mechanism control of dissipative truss moment frames", Eng. Struct., 37, 63-75.
DOI
ScienceOn
|
19 |
Longo, A., Montuori, R. and Piluso, V. (2014), "Theory of plastic mechanism control for MRF-CBF dual systems and its validation", Bull. Earthq. Eng., 12(6), 2745-2775.
DOI
|
20 |
Longo, A., Montuori, R. and Piluso, V. (2012), "Failure mode control and seismic response of dissipative truss moment frames", J. Struct. Eng., 138(11), 1388-1397.
DOI
|
21 |
Longo, A., Montuori, R., Nastri, E. and Piluso, V. (2014), "On the use of HSS in seismic-resistant structures", J. Constr. Steel Res., 103, 1-12.
DOI
|
22 |
Longo, A., Montuori, R. and Piluso, V. (2015), "Moment frames - concentrically braced frames dual systems: analysis of different design criteria", J. Struct. Infrastruct. Eng., Taylor & Francis.
|
23 |
Mazzolani, F.M. and Piluso, V. (1997), "Plastic design of seismic resistant steel frames", Earthq. Eng. Struct. Dyn., 26(2), 167-191.
DOI
|
24 |
Montuori, R. and Piluso, V. (2000), "Plastic design of steel frames with dog-bone beam-to-column joints", Third International Conference on Behaviour of Steel Structures in Seismic Areas, STESSA 2000, Montreal, Canada.
|
25 |
Montuori, R., Nastri, E. and Piluso, V. (2013), "Theory of Plastic Mechanism Control for Eccentrically Braced Frames with Inverted Y-scheme", J. Constr. Steel Res., 92, 122-135.
|
26 |
Montuori, R., Nastri, E. and Piluso, V. (2014), "Rigid-plastic analysis and moment-shear interaction for hierarchy criteria of inverted Y EB-Frames" J. Constr. Steel Res., 95, 71-80.
DOI
|