The mechanical performance of prefabricated single-layer dome is significantly affected by assembly errors of BC joint, which are inevitable in practical engineering due to manufacture and installation, etc. In this study, mechanical performance of BC joint with assembly error is comprehensively investigated. Finite element model of bolt-column (BC) joint is firstly established and validated based on previous research. Then bending behaviors about the strong axis and mechanical performance of BC joint with assembly error under eccentric force are comprehensively investigated. Moment-rotation curves, load-displacement curves and failure modes of the joint under other static loading conditions are also obtained. Subsequently, an analytical model for the strong axis moment-rotation curves of BC joints with assembly error is proposed. Ultimately, load-carrying capacity and failure mode of the imperfect semi-rigid single-layer dome are determined. A comprehensive investigation is conducted on the mechanical behaviors of dome that incorporates assembly error of BC joints. The research demonstrates that (I) there are two stages, slip stage and contact stage, appearing in the strong axis bending moment-rotation curves; (II) under eccentric force, joint with assembly error demonstrates two different mechanical behaviors as eccentric distance increasing, that is small eccentric behavior and large eccentric behavior; (III) the static force performance of BC joint shows significant sensibility to assembly error, except for axial tension performance; (IV) the proposed analytical model can accurately capture the characteristics of strong axis moment-rotation curve; (V) assembly error has a non-negligible effect on the mechanical performance of single-layer dome; (VI) single kind of joint stiffness affects the limit load of dome little. However, the coupling effect of all kinds of stiffness can not be neglected.
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