The document discusses vibration standards in Germany and Austria according to ÖNORM S 9020 and DIN 4150. It provides an overview of the Austrian standard ÖNORM S 9020, which defines guidelines for vibration measurement and assessment in buildings. It also describes the three parts of the German standard DIN 4150 regarding prediction of vibrations, effects on persons in buildings, and effects on structures. Examples are given for predicting vibrations and evaluating measured vibration values according to the standards.

1. Vibration Standards Germany and Austria ÖNORM S 9020 Din 4150, 01 - 03 Workshop Vibration Standards Rolf R. Schillinger, CTO, BlastCom GmbH, Nördlingen, Vienna

2. ÖNORM S 9020 Din 4150, 01 - 03 Workshop Vibration Standards Rolf R. Schillinger, CTO, BlastCom GmbH, Nördlingen, Vienna Contents: Austrian Standard „ÖNORM S 9020“ German Standard „DIN 4150“ - Vibrations - Prediction - Measurement

3. Austrian Standard ÖNORM S 9020 “Building Vibrations” ÖNORM S 9020 Din 4150, 01 - 03 Workshop Vibration Standards Rolf R. Schillinger, CTO, BlastCom GmbH, Nördlingen, Vienna

4. The Austrian standard ÖNORM S 9020, August 1986, Building Vibrations, blasting vibrations and comparable immissions of impulse shape, prescribes guidelines for measurement and placement of geophones station in buildings. The standard is divided into four sections of assessment : ÖNORM S 9020 Din 4150, 01 - 03 Workshop Vibration Standards Rolf R. Schillinger, CTO, BlastCom GmbH, Nördlingen, Vienna

5. ÖNORM S 9020 Din 4150, 01 - 03 Workshop Vibration Standards Rolf R. Schillinger, CTO, BlastCom GmbH, Nördlingen, Vienna

6. ÖNORM S 9020 Din 4150, 01 - 03 Workshop Vibration Standards Rolf R. Schillinger, CTO, BlastCom GmbH, Nördlingen, Vienna Step 1 : Distance – Charge Relation

7. ÖNORM S 9020 Din 4150, 01 - 03 Workshop Vibration Standards Rolf R. Schillinger, CTO, BlastCom GmbH, Nördlingen, Vienna

8. ÖNORM S 9020 Din 4150, 01 - 03 Workshop Vibration Standards Rolf R. Schillinger, CTO, BlastCom GmbH, Nördlingen, Vienna

9. Step 2: Vibration Measurements ÖNORM S 9020 Din 4150, 01 - 03 Workshop Vibration Standards Rolf R. Schillinger, CTO, BlastCom GmbH, Nördlingen, Vienna

10. ÖNORM S 9020 Din 4150, 01 - 03 Workshop Vibration Standards Rolf R. Schillinger, CTO, BlastCom GmbH, Nördlingen, Vienna measuring point inside a building

11. Evaluating Structure Classes For an assessment on structures the vibration resultant vector sum will be placed into a standard classification table that concludes a building standard design of static stability. ÖNORM S 9020 Din 4150, 01 - 03 Workshop Vibration Standards Rolf R. Schillinger, CTO, BlastCom GmbH, Nördlingen, Vienna

12. Step 3 and 4: - seismic refraction supported vibration measurements - experts must carry out determination of stresses. ÖNORM S 9020 Din 4150, 01 - 03 Workshop Vibration Standards Rolf R. Schillinger, CTO, BlastCom GmbH, Nördlingen, Vienna

13. ÖNORM S 9020 Din 4150, 01 - 03 Workshop Vibration Standards Rolf R. Schillinger, CTO, BlastCom GmbH, Nördlingen, Vienna

14. ÖNORM S 9020 Din 4150, 01 - 03 Workshop Vibration Standards Rolf R. Schillinger, CTO, BlastCom GmbH, Nördlingen, Vienna

15. ÖNORM S 9020 Din 4150, 01 - 03 Workshop Vibration Standards Rolf R. Schillinger, CTO, BlastCom GmbH, Nördlingen, Vienna

16. ÖNORM S 9020 Din 4150, 01 - 03 Workshop Vibration Standards Rolf R. Schillinger, CTO, BlastCom GmbH, Nördlingen, Vienna Latest Stand of Techniques

17. ÖNORM S 9020 Din 4150, 01 - 03 Workshop Vibration Standards Rolf R. Schillinger, CTO, BlastCom GmbH, Nördlingen, Vienna German Standard „ DIN 4150“ „ Vibrations in Buildings“

20. ÖNORM S 9020 Din 4150, 01 - 03 Workshop Vibration Standards Rolf R. Schillinger, CTO, BlastCom GmbH, Nördlingen, Vienna

21. ÖNORM S 9020 Din 4150, 01 - 03 Workshop Vibration Standards Rolf R. Schillinger, CTO, BlastCom GmbH, Nördlingen, Vienna Definition: Vibrations Mechanical vibrations of solid bodies with potential damage or molestation effect. Short-time vibration: Are those of which number of occurrence is not sufficient causing material fatigue and which timing is not suited generating resonance at an affected building (facility). DIN 4150

22. Vibration Measurements ÖNORM S 9020 Din 4150, 01 - 03 Workshop Vibration Standards Rolf R. Schillinger, CTO, BlastCom GmbH, Nördlingen, Vienna DIN 4150

23. ÖNORM S 9020 Din 4150, 01 - 03 Workshop Vibration Standards Rolf R. Schillinger, CTO, BlastCom GmbH, Nördlingen, Vienna „ DIN 4150“ Part 1 " Prediction of Vibration Parameters " June 2001

24. ÖNORM S 9020 Din 4150, 01 - 03 Workshop Vibration Standards Rolf R. Schillinger, CTO, BlastCom GmbH, Nördlingen, Vienna Indications of Vibration Prediction

26. ÖNORM S 9020 Din 4150, 01 - 03 Workshop Vibration Standards Rolf R. Schillinger, CTO, BlastCom GmbH, Nördlingen, Vienna Sample for Sedimentary Rock

28. ÖNORM S 9020 Din 4150, 01 - 03 Workshop Vibration Standards Rolf R. Schillinger, CTO, BlastCom GmbH, Nördlingen, Vienna Sample for Cristalline Rock

30. ÖNORM S 9020 Din 4150, 01 - 03 Workshop Vibration Standards Rolf R. Schillinger, CTO, BlastCom GmbH, Nördlingen, Vienna For this two main rock types different empirical exponents are assigned regarding a general relation with the following difference:

31. ÖNORM S 9020 Din 4150, 01 - 03 Workshop Vibration Standards Rolf R. Schillinger, CTO, BlastCom GmbH, Nördlingen, Vienna Table: Prognosis values for 75 kg Crystalline Rock Sedimentary Rock sample: 75 kg/400 m:

32. ÖNORM S 9020 Din 4150, 01 - 03 Workshop Vibration Standards Rolf R. Schillinger, CTO, BlastCom GmbH, Nördlingen, Vienna different empirical relation sample: 75 kg/400 m:

33. ÖNORM S 9020 Din 4150, 01 - 03 Workshop Vibration Standards Rolf R. Schillinger, CTO, BlastCom GmbH, Nördlingen, Vienna „ DIN 4150“ Part 2 " Effects on persons in buildings " June 1999

34. ÖNORM S 9020 Din 4150, 01 - 03 Workshop Vibration Standards Rolf R. Schillinger, CTO, BlastCom GmbH, Nördlingen, Vienna

35. ÖNORM S 9020 Din 4150, 01 - 03 Workshop Vibration Standards Rolf R. Schillinger, CTO, BlastCom GmbH, Nördlingen, Vienna Measurements

36. ÖNORM S 9020 Din 4150, 01 - 03 Workshop Vibration Standards Rolf R. Schillinger, CTO, BlastCom GmbH, Nördlingen, Vienna Measuring Point " Effects on persons in buildings " June 1999

37. ÖNORM S 9020 Din 4150, 01 - 03 Workshop Vibration Standards Rolf R. Schillinger, CTO, BlastCom GmbH, Nördlingen, Vienna KB measuring point inside a building

38. ÖNORM S 9020 Din 4150, 01 - 03 Workshop Vibration Standards Rolf R. Schillinger, CTO, BlastCom GmbH, Nördlingen, Vienna KB measuring point inside a building

39. ÖNORM S 9020 Din 4150, 01 - 03 Workshop Vibration Standards Rolf R. Schillinger, CTO, BlastCom GmbH, Nördlingen, Vienna KB measuring point inside a building

40. ÖNORM S 9020 Din 4150, 01 - 03 Workshop Vibration Standards Rolf R. Schillinger, CTO, BlastCom GmbH, Nördlingen, Vienna In Germany it is common to use an equation, which gives blasters an idea of the structural related perception in regard to human beings. Vibration effects will be assessed by a KB Fmax value. It is calculated from peak particle velocity v i and its accompanied frequency. The equation below is a must .

41. ÖNORM S 9020 Din 4150, 01 - 03 Workshop Vibration Standards Rolf R. Schillinger, CTO, BlastCom GmbH, Nördlingen, Vienna maximum KB- value

42. ÖNORM S 9020 Din 4150, 01 - 03 Workshop Vibration Standards Rolf R. Schillinger, CTO, BlastCom GmbH, Nördlingen, Vienna From a measured vibration value and an accompanied frequency in buildings after DIN 4150-02 part 2, “Effects on persons in buildings”, June 1999 a legally perception intensity KB Fmax will determine. This KB Fmax - value must be compared with the KB Fmax – guideline values ( Ao )

43. ÖNORM S 9020 Din 4150, 01 - 03 Workshop Vibration Standards Rolf R. Schillinger, CTO, BlastCom GmbH, Nördlingen, Vienna measurement sample:

44. ÖNORM S 9020 Din 4150, 01 - 03 Workshop Vibration Standards Rolf R. Schillinger, CTO, BlastCom GmbH, Nördlingen, Vienna Annoyance of Persons in Buildings maximal weighted vibration strenght KB v max = measured peak particle velocity in mm/s f = vibration frequency in Hz f 0 = reference frequency 5,6 Hz KB = without dimension sample:

45. ÖNORM S 9020 Din 4150, 01 - 03 Workshop Vibration Standards Rolf R. Schillinger, CTO, BlastCom GmbH, Nördlingen, Vienna f frequency [Hz] = 25,6 Hz f 0 reference frequency 5,6 Hz v max measured peak particle velocity [mm/s] v max = 7,24 mm/s KB without dimension KB Fmax = KB x cF cF = 0,6 (without resonance) KB Fmax = ~ 3 sample:

46. ÖNORM S 9020 Din 4150, 01 - 03 Workshop Vibration Standards Rolf R. Schillinger, CTO, BlastCom GmbH, Nördlingen, Vienna Guideline Values only 1 blast per day = 6 more than 3 blasts per day = 3 few times per year 8 is allowed

47. Definition: „Guideline Values”: A fixed empirical value of which considerably annoyance of human in rooms (dwellings) does not occur. ÖNORM S 9020 Din 4150, 01 - 03 Workshop Vibration Standards Rolf R. Schillinger, CTO, BlastCom GmbH, Nördlingen, Vienna

48. ÖNORM S 9020 Din 4150, 01 - 03 Workshop Vibration Standards Rolf R. Schillinger, CTO, BlastCom GmbH, Nördlingen, Vienna „ DIN 4150“ Part 3 " Effects on structures " February 1999

49. ÖNORM S 9020 Din 4150, 01 - 03 Workshop Vibration Standards Rolf R. Schillinger, CTO, BlastCom GmbH, Nördlingen, Vienna experience of light damage background

50. ÖNORM S 9020 Din 4150, 01 - 03 Workshop Vibration Standards Rolf R. Schillinger, CTO, BlastCom GmbH, Nördlingen, Vienna Maximum Particle Velocitiy

51. Peak Particle Velocity in Relationship to Frequency ÖNORM S 9020 Din 4150, 01 - 03 Workshop Vibration Standards Rolf R. Schillinger, CTO, BlastCom GmbH, Nördlingen, Vienna

52. ÖNORM S 9020 Din 4150, 01 - 03 Workshop Vibration Standards Rolf R. Schillinger, CTO, BlastCom GmbH, Nördlingen, Vienna „ DIN 4150“ part 3 “ Effects on structures" Industrial buildings dwellings particular sensitive buildings

53. ÖNORM S 9020 Din 4150, 01 - 03 Workshop Vibration Standards Rolf R. Schillinger, CTO, BlastCom GmbH, Nördlingen, Vienna measured value on foundation = 5,21 mm/s Frequency = 39,5 Hz sample:

54. ÖNORM S 9020 Din 4150, 01 - 03 Workshop Vibration Standards Rolf R. Schillinger, CTO, BlastCom GmbH, Nördlingen, Vienna „ DIN 4150“ part 3 “ Effects on structures" Industrial buildings dwellings particular sensitive buildings sample:

55. ÖNORM S 9020 Din 4150, 01 - 03 Workshop Vibration Standards Rolf R. Schillinger, CTO, BlastCom GmbH, Nördlingen, Vienna Guideline values for buildings

56. Definition: „Guideline Values”: A fixed empirical value of which damage on buildings (facilities) does not occur. ÖNORM S 9020 Din 4150, 01 - 03 Workshop Vibration Standards Rolf R. Schillinger, CTO, BlastCom GmbH, Nördlingen, Vienna

57. ÖNORM S 9020 Din 4150, 01 - 03 Workshop Vibration Standards Rolf R. Schillinger, CTO, BlastCom GmbH, Nördlingen, Vienna Numerous vibration velocity measurements have provided the empirical values given guidance on short time structural vibration evaluation. They shall be based on the maximum value v i,max (maximum vibration velocity of x, y or z axes) at the foundation. Also x and y axes vibration of the uppermost floor provides significant information for the evaluation. „ Guideline Values”

58. ÖNORM S 9020 Din 4150, 01 - 03 Workshop Vibration Standards Rolf R. Schillinger, CTO, BlastCom GmbH, Nördlingen, Vienna Measuring Points " Effects on structures "

59. ÖNORM S 9020 Din 4150, 01 - 03 Workshop Vibration Standards Rolf R. Schillinger, CTO, BlastCom GmbH, Nördlingen, Vienna measuring direction inside a building

60. ÖNORM S 9020 Din 4150, 01 - 03 Workshop Vibration Standards Rolf R. Schillinger, CTO, BlastCom GmbH, Nördlingen, Vienna step 1 measuring point inside a building

61. ÖNORM S 9020 Din 4150, 01 - 03 Workshop Vibration Standards Rolf R. Schillinger, CTO, BlastCom GmbH, Nördlingen, Vienna measuring direction inside a building (foundation)

62. ÖNORM S 9020 Din 4150, 01 - 03 Workshop Vibration Standards Rolf R. Schillinger, CTO, BlastCom GmbH, Nördlingen, Vienna step 2 measuring point inside a building

63. ÖNORM S 9020 Din 4150, 01 - 03 Workshop Vibration Standards Rolf R. Schillinger, CTO, BlastCom GmbH, Nördlingen, Vienna measuring direction inside a building (uppermost floor)

64. ÖNORM S 9020 Din 4150, 01 - 03 Workshop Vibration Standards Rolf R. Schillinger, CTO, BlastCom GmbH, Nördlingen, Vienna Measuring Point " Effects on buried pipes "

65. ÖNORM S 9020 Din 4150, 01 - 03 Workshop Vibration Standards Rolf R. Schillinger, CTO, BlastCom GmbH, Nördlingen, Vienna measuring point on buried pipes

66. ÖNORM S 9020 Din 4150, 01 - 03 Workshop Vibration Standards Rolf R. Schillinger, CTO, BlastCom GmbH, Nördlingen, Vienna Guideline values for buried pipes

67. ÖNORM S 9020 Din 4150, 01 - 03 Workshop Vibration Standards Rolf R. Schillinger, CTO, BlastCom GmbH, Nördlingen, Vienna Conclusion

68. ÖNORM S 9020 Din 4150, 01 - 03 Workshop Vibration Standards Rolf R. Schillinger, CTO, BlastCom GmbH, Nördlingen, Vienna Conclusion

69. ÖNORM S 9020 Din 4150, 01 - 03 Workshop Vibration Standards Rolf R. Schillinger, CTO, BlastCom GmbH, Nördlingen, Vienna Conclusion significant parts from DIN 4150 “Vibrations in Buildings” are adopted to Swiss Standard SN 640 312a Austrian BGBl. I Nr. 113/2006 last but not least: Also the standard or parts of it are applied e.g. in Croatia, Italy, Israel, Slovenia and USA (subway-construction New York) and some other countries.

70. ÖNORM S 9020 Din 4150, 01 - 03 Workshop Vibration Standards Rolf R. Schillinger, CTO, BlastCom GmbH, Nördlingen, Vienna Good luck ! Glück auf !