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Development Behavior for Post-Tensioned Self-Centering Steel Connection under Cyclic Loading

机译：循环加载下张紧自定心钢连接的开发行为

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Ahmadreza Torabipour; M. R. Shiravand;
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1. Finite element models and cyclic behavior of self-centering steel post-tensioned connections with web hourglass pins [J] . George Vasdravellis, Theodore L. Karavasilis, Brian Uy Engineering Structures . 2013,第jula期

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2. Behavior of post-tensioned connections with stiffened angles under cyclic loading [J] . Shiravand M. R., Mahboubi S. Journal of Constructional Steel Research . 2016,第JANa期

机译：周期性荷载作用下加劲角后张连接的性能
3. Numerical Investigation on the Cyclic Behavior of Post-tensioned Steel Moment Connections with Bolted Angles [J] . Sharbati R., Hayati Y., Hadianfard M. A. International journal of steel structures . 2019,第6期

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4. ANSYS MODELING OF POST-TENSIONED STEEL BEAM-COLUMN CONNECTIONS UNDER CYCLIC LOADING [C] . Saber Moradi, M. Shahria Alam Canadian Society for Civil Engineering annual conference . 2016

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5. Development of post-tensioned column base connection for self-centering seismic resistant steel frame. [D] . Chi, Hoseok. 2009

机译：自定心抗震钢框架后张柱基础连接的开发。
6. Biomechanical behavior of three different types of internal tapered connections after cyclic and static loading tests: experimental in vitro [O] . Marcos Boaventura de Moura, Karine Regina Tolesano Loureiro, Livia Bonjardim Lima, 2020

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7. STUDY ON FRACTURE OF WELDED CONNECTIONS IN STEEL STRUCTURES UNDER CYCLIC LOADS BASED ON NONLINEAR FRACTURE MECHANICS : Part 1 Formulation of multi-axial stress-strain relations of structural steel for cyclic loads [O] . MORIHISA FUJIMOTO, ATSUHIDE HASHIMOTO, TADAO NAKAGOMI, 1985

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Development Behavior for Post-Tensioned Self-Centering Steel Connection under Cyclic Loading

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