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结合宿迁市通成山庄住宅基础隔震设计 ,讨论了在并联复合隔震体系中由于隔震支座的不均匀沉降引起的托墙梁的附加弯矩 ,并给出了附加弯矩的计算公式
Combined with the design of the base isolation of Tongcheng Villa in Suqian City, the additional bending moment of the wall beam caused by the non-uniform settlement of the isolation bearings in the parallel composite isolation system is discussed and the formula of additional bending moment is given