1 |
Zahrai, S.M., Mirghaderi, S.R. and Saleh, A. (2017b), "Increasing plastic hinge length using two pipes in a proposed web Reduced Beam Section, an experimental and numerical study", Steel Compos. Struct., Int. J., 23(4), 571-583.
DOI
|
2 |
Zarei, A., Vaghefi, M. and Fiouz, A.R. (2016), "Numerical investigation seismic performance of rigid skewed Beam-tocolumn connection with reduced beam section", Struct. Eng. Mech., Int. J., 57(3), 507-528.
DOI
|
3 |
Zhou, X.P., Zhang, Y.X. and Ha, Q.L. (2008), "Real-time computerized tomography (CT) experiments on limestone damage evolution during unloading", Theor. Appl. Fracture Mech., 50(1), 49-56
DOI
|
4 |
Zhu, B., Wang, T. and Zhang, L. (2018), "Quasi-static test of assembled steel shear panel dampers with optimized shapes", Eng. Struct., 172, 346-357.
DOI
|
5 |
AISC, ANSI/AISC 341-16 (2016), Seismic provisions for structural steel buildings; American Institute of Steel Construction, Chicago, IL, USA.
|
6 |
Akrami, V. and Erfani, S. (2015), "Effect of local web buckling on the cyclic behavior of Reduced web BeamSections (RWBS)", Steel Compos. Struct., Int. J., 18(3), 641-657.
DOI
|
7 |
Averseng, J., Bouchair, A. and Chateauneuf, A. (2017), "Reliability analysis of the nonlinear behaviour of stainless steel cover- plate joints", Steel Compos. Struct., Int. J., 25(1), 41-55.
|
8 |
Bouwkamp, J., Vetr, M.G. and Ghamari, A. (2016), "An analytical model for inelastic cyclic response of eccentrically braced frame with vertical shear link (V-EBF)", Case Studies Struct. Eng., 6, 31-44.
DOI
|
9 |
Eldin, M.N., Kim, J. and Kim, J. (2018), "Optimum distribution of steel slit-friction hybrid dampers based on life cycle cost", Steel Compos. Struct., Int. J., 27(5), 633-646.
|
10 |
FEMA (2000), Recommended seismic design criteria for new steel moment-frame buildings; In FEMA350, Washington D.C., USA.
|
11 |
Lee, J. and Kim, J. (2015), "Seismic performance evaluation of moment frames with slit-friction hybrid dampers", Earthq. Struct., Int. J., 9(6), 1291-3111.
DOI
|
12 |
Khazaei, M. (2013), "Investigation on dynamics nonlinear analysis of steel frames with steel dampers", Procedia Eng., 54, 401-412.
DOI
|
13 |
Kim, Y. and Oh, S. (2007), "Effect of the moment transfer efficiency of a beam web on deformation capacity at box column-to-beam connections", Eng. Struct., 63, 24-36.
|
14 |
Koetake, Y., Chusilp, P., Zhang, Z., Masakazu, A., Suita, K., Inoue, K. and Uno, N. (2005), "Mechanical property of beamto-column moment connection with hysteretic dampers for column weak axis", J. Eng. Struct., 27,109-17.
DOI
|
15 |
Lee, J. and Kim, J. (2017), "Development of box-shaped steel slit dampers for seismic retrofit of building structures", Eng. Struct., 150(1), 934-946.
DOI
|
16 |
Lu, L., Xu, Y., Liu J. and Lim, J. (2018a), "Cyclic performance and design recommendations of a novel weak-axis Reduced Beam Section connection", Steel Compos. Struct., Int. J., 27(3), 337-353.
|
17 |
Lu, L., Xu, Y., Liu J. and Lim, J. (2018b), Cyclic response and design procedure of a weak-axis cover-plate moment connection", Steel Compos. Struct., Int. J., 26(3), 329-345.
|
18 |
Lu, J., Wu, B. and Mei, Y. (2018c), "Buckling mechanism of steel core and global stability design method for fixed-end bucklingrestrained braces", Eng. Struct., 174, 447-461.
DOI
|
19 |
Ma, H., Jiang, W. and Cho, C. (2011), "Experimental study on two types of newbeam-to-column connections", Steel Compos. Struct., Int. J., 11(4), 851-865.
|
20 |
Mahmoudi, M. and Abdi, M.G. (2012), "Evaluating response modification factors of TADAS frames", J. Constr. Steel Res., 71, 162-170.
DOI
|
21 |
Oh, S., Kim, Y. and Moon, T. (2007), "Cyclic performance of existing moment connections in steel retrofitted with a reduced beam section and bottom flange reinforcements", Can. J. Civil Eng., 34, 199-209.
DOI
|
22 |
Oh, S.H., Kim, Y.J. and Ryu, H.S. (2009), "Seismic performance of steel structures with slit dampers, Journal of Engineering Structures", J. Constr. Steel Res., 31, 1997-2008.
|
23 |
Rai, D.C., Annam, P.K. and Pradhan, T. (2013), "Seismic testing of steel braced frames with aluminum shear yielding dampers", Eng. Struct., 46, 737-747
DOI
|
24 |
Tanaka, K. and Sasaki, Y. (2000), "Hysteretic Performance of Shear Panel Damper Ultra Low Yield Strength Steel for Seismic Response Control of Buildings", Proceedings of the 12th World Conference on Earthquake Engineering-12WCEE 2000, Auckland, New Zealand.
|
25 |
Sabelli, R., Mahin, S. and Chang, C. (2003), "Seismic demands on steel braced frame buildings with buckling-restrained braces", J. Eng. Struct., 25, 655-666.
DOI
|
26 |
Shahri, S.F and Mousavi, S.R. (2018), "Seismic behavior of beamto-column connections with elliptic slit dampers", Steel Compos. Struct., Int. J., 26(3), 289-301.
|
27 |
Suita, K., Nakashima, M. and Morisako, K. (1998), "Tests of welded beam-column subassemblies. II: Detailed behavior", J. Struct. Eng., 124, 1245-52.
DOI
|
28 |
Tremblay, R., Bolduc, P., Neville, R. and Devall, R. (2006), "Seismic testing and performance of buckling-restrained bracing systems", Can. J. Civil Eng., 33, 183-198.
DOI
|
29 |
Vatansever, C. and Kutsal, K. (2018), "Effect of bolted splice within the plastic hinge zone on beam-to-column connection behavior", Steel Compos. Struct., Int. J., 28(6), 767-778.
|
30 |
Vetr, M.G. and Ghamari, A. (2019), Experimentally and analytically study on eccentrically braced frame with vertical shear links, Struct. Des. Tall Special Build., e1587. DOI: https://doi.org/10.1002/tal.1587
DOI
|
31 |
Vetr, M.G., Ghamari, A. and Bouwkamp, J. (2017), "Investigating the nonlinear behavior of Eccentrically Braced Frame with vertical shear links (V-EBF)", J. Build. Eng., 10, 47-59.
DOI
|
32 |
Zahrai, S.M., Mirghaderi, S.R. and Saleh, A. (2017a), "Tubular Web Reduced Beam Section (TW-RBS) connection, a numerical and experimental study and result comparison", Steel Compos. Struct., Int. J., 23(5), 571-583.
DOI
|