Relying on the four-line large-section tunnel engineering of Qingdao Metro Line 1, 8 sets of TC-4850 vibration meters were used to monitor the 7-story brick-concrete construction under the tunnel for long-term monitoring. Through analyzing the data, combined with the Hilbert-Huang transform (HHT) method to study the vibration response law of the building .The results show that The vibration velocity decreases first and then increases slightly with the rise of the floor, showing amplification effect on the top floor. The vertical peak vibration velocity cannot reflect the vibration of the high-rise building. The Hollow effect is the most significant in the range of 3~10m from the tunnel face , the vibration velocity in excavated area is greater than that in unexcavated area. The maximum vibration velocity appears in the range of 3～10m from the tunnel face, showing the Maximum vibration effect.The Hilbert spectrum of the vertical blasting vibration signal presents an obvious multi-peak structure, with a frequency ranging from 20 to 250 Hz. The frequency range of the excavated area is lower than that of the unexcavated area. The research results have reference value for tunnel blasting vibration control and building protection.