بررسی تأثیر خطای ساخت تیر پیوند میانی در رفتار اتصالات قاب‌های خمشی فولادی

AISC 358, ANSI, “Prequalified connections for special and intermediate steel moment frames for seismic applications”, 2010.

ANSYS® Academic Research, Release 18.1, “Help System, Coupled Field Analysis Guide”, ANSYS, Inc, 2020.

Astaneh-Asl A, “Seismic design of steel column-tree moment-resisting frames”, Structural Steel Educational Council, 1997.

CSI, SAP2000, “Integrated finite element analysis and design of structures basic analysis reference manual”, Computers and Structures Inc, Berkeley, CA, USA, 2018.

Lee K, Li R, Chen L, Oh K, Kim KS, “Cyclic testing of steel column-tree moment connections with various beam splice lengths”, Steel and Composite Structures, 2014, 16 (2), 221-31.

Mann AP, Morris LJ, “Lack of fit in high strength bolted connections”, Journal of Structural Engineering, 1984, 110 (6), 1235-52.

Oh K, Li R, Chen L, Hong SB, Lee K, “Cyclic testing of steel column-tree moment connections with weakened beam splices”, International Journal of Steel Structures, 2014, 14 (3), 471-8.

Ohtori Y, Christenson RE, Spencer Jr BF, Dyke SJ, “Benchmark control problems for seismically excited nonlinear buildings”, Journal of Engineering Mechanics, 2004, 130 (4), 366-85.

Shi Y, Shi G, Wang Y, “Experimental and theoretical analysis of the moment-rotation behaviour of stiffened extended end-plate connections”, Journal of Constructional Steel Research, 2007, 63 (9), 1279-93.