Abstract: The fifth generation “seismic ground motion parameters zonation map of China” （GB 18306―2015）， which was promulgated and implemented in China， introduced the vary rare earthquake effect for the first time. However， the current seismic design specifications still adopt the three-level defense principle. The seismic design for vary rare earthquake has become one of the urgent issues that need to be addressed in structural seismic design. Based on the identification method of continuous wavelet transform， this paper selects 12 pulse-like ground motions and 12 non-pulse seismic motions recorded in the Turkey mega earthquake on February 6， 2023. The incremental dynamic analysis （IDA） is conducted on continuous pipelines and ductile iron pipelines to evaluate their seismic fragility. The fragility analysis results are compared with the failure probability obtained by empirical statistical method. The results show that the effect of pulse-like ground motions significantly increases the probability of serious structural damage for buried pipelines with different forms. Compared with continuous pipelines， ductile iron pipelines are more prone to damage underground motions， and are more sensitive to the pulse-like ground motion. The empirical statistical results based on actual seismic damage data are slightly lower than the failure probability of pipelines under non-pulse earthquake motion， but significantly underestimate the damage of buried pipelines under pulse earthquake motion. In this paper， the failure probability of different types of buried pipelines under pulse-like seismic motions is given， and the research results can provide a strong theoretical basis for the risk assessment and seismic design of buried pipelines under very rare and pulse-like ground motions.