Institute for Quality Engineering and Testing Test Report No ...

TTI-P-G 157/97-10 

Institute for Quality Engineering and Testing 

Test Report No.: R006SR1K 

Order No.: R006 Pages: 25 Enclosures: 3 Munich, 28 Apr. 2003 

Client: 

Siemens AG, ICN CP D NP A3 

Equipment under test: Rack R21:hiQ 

Manufacturer: Siemens AG 

Task: Conformance Test acc. to the below listed specifications 

Test Specification(s) 

accredited: 

Result: 

ETSI EN 300 019-2-2 V2.1.2 

T2.3 Public Transportation – mechanical Tests 

ETSI EN 300 019-2-4 V2.1.2 

T4.1 Earthquake 

No mechanical deviations of the EUT could be ascertained 

during and after the test. 

The tested Rack R21: hiQ CONFORMS with the 

requirements ETSI EN 300 019-2-2, V2.1.2 (1999-09), T2.3 

Transportation - mechanical tests and 

ETSI EN 300 019-2-3, V2.1.2 (1999-09) Earthquake. 

The results relate only to the items tested as described in this test report. 

Tested by: Approved by: Position 

Knier 

+49 89 722 48726 

___________________ 

Signature/Date: 

Alt 

+49 89 722 26105 

Director 'Env. Engineering' 

___________________ 

Signature/Date: 

The Institute for Quality Engineering and Testing of the Information and Communication Networks Group of the Siemens AG is 

accredited by the DATech for 

COMPONENTS TESTING ENVIRONMENTAL ENGINEERING ELECTROMAGNETIC COMPATIBILITY PRODUCT SAFETY 

TELECOM CONFORMANCE TESTS 

Address: Siemens AG, ICN TQM QE, Hofmannstr. 51, D-81359 München, Phone +49 89-722-48793, Fax +49 89-722-22648, Internet http://www.pruefinstitut.de

The test report shall not be reproduced except in full without 

the written approval of the testing laboratory 

CONTENTS 

Test Report No.: 

R006SR1K 

1 SUMMARY.................................................................................................................................3 

1.1 Introduction 3 

1.2 Test Result Summary 3 

2 REFERENCES...........................................................................................................................4 

2.1 Specifications 4 

2.2 Bibliographical Data 4 

3 GENERAL INFORMATION.......................................................................................................5 

3.1 Identification of Client 5 

3.2 Test Laboratory 5 

3.3 Storage of Records 5 

3.4 Time Schedule 5 

3.5 Participants 5 

4 EQUIPMENT UNDER TEST .....................................................................................................6 

4.1 Description of EUT 6 

4.2 Configuration of EUT 6 

4.2.1 HW: Rack 9 

4.2.2 HW & SW: Open Service Platform (OSP) 9 

4.2.3 HW & SW: Single server unit 11 

4.2.4 HW: Additional network components 12 

4.3 Operating Conditions 13 

5 TEST EQUIPMENT .................................................................................................................14 

5.1 Test Facility 14 

6 REQUIREMENTS, TESTS AND RESULTS...........................................................................16 

6.1 Requirements Specification 16 

6.2 Test Specification 16 

6.2.1 Public Transportation – Mechanical Tests (2.3) 16 

6.2.2 Earthquake (cl. 4.1 / 4.1E) 17 

6.3 Test Performance 17 



6.4 Test Results 22 



6.4.2.1 Earthquake tests results - TRS vs. RRS measured at the earthquake table 22 

6.4.2.2 Displacement results 25 

6.5 Evaluation 25 

7 ENCLOSURES..........................................................................................................................1 

7.1 Accreditation Certificate 1 

7.2 Diagrams of vibration and shock response measured at vibrator table 2 

7.2.1 Random Vibration Test 2 

7.2.2 Shock Test 3 

Depart.: ICN TQM QE 31 Test Report Date: 28 Apr. 2003 

Author: Knier Rack R:21 hiQ 

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1 Summary 

1.1 Introduction 


R006SR1K 

The report contains the results from the environmentel compatability technical analysis of the 

Rack R21:hiQ with regard to ETSI EN 300 019-2-2, V2.1.2 (1999-09), T2.3 and ETSI EN 

300 019-2-3, V2.1.2 (1999-09). 

Testing was performed by Siemens AG, ICN TQM QE at their test-facilities. 

1.2 Test Result Summary 

Requirement Criteria 

met 

(y/n) 

Vibration random T 2.3 y 

Shocks T 2.3 y 

Free Fall T 2.3 y 

Earthquake y 



Remark 

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2 References 

2.1 Specifications 

[1] ETSI EN 300 019-2-3 

V2.1.2 

[2] ETSI EN 300 019-2-2 

V2.1.2 

Equipment Engineering (EE); Environmental conditions and 

environmental tests for telecommunications equipment; 

Part 2-3: Specification of environmental tests; 

Stationary use at weatherprotected locations 

Equipment Engineering (EE); Environmental conditions and 

environmental tests for telecommunications equipment; 

Part 2-2: Specification of environmental tests; 

Transportation 

[3] IEC 60068-2-29 Basic environmental testing procedures – 

Part 2: Tests – Test Eb and guidance: bump 

[4] IEC 60068-2-64 Environmental testing – 

Part 2: Test methods; Test Fh: Vibration, broad-band random 

(digital control) and guidance: 

(IEC 68-2-64:1993 + Corrigendum 1993) 

[5] IEC 60068-2-32 Basic environmental testing procedures – 

Part 2: Tests – Test Ed: Free fall 


R006SR1K 

[6] ISO 4180-2 Complate, filled transport packages - 

General rules for the compilation of performance test schedules 

Part 2: Quantitative data 

[7] IEC 60068-2-57 Environmental testing - 

Part 2-57: Tests - Test Ff: Vibration – Time-history method 

2.2 Bibliographical Data [1] Quality Engineering Requirement Specification 

(NC05IQ1L) 

for EWSD, SURPASS, OEM-equipment, Mobile switching 

Release 1-0, Date March, 16 th 2001. 



1999-09 

1999-09 

1987 

1993-10 

1975 

1980 

1999-11 

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3 General Information 

3.1 Identification of Client 

Client: Siemens AG, ICN CP D NP A3 

Address: Machtelfingerstraße 1 

81359 Munich 

Country: Germany 

Phone: (089) 722 35002, Hr. Bienczyk 

Fax: (089) 722 53974 

E-Mail: Wolfgang.Bienczyk@.siemens.com 

3.2 Test Laboratory 

Name: Siemens AG, ICN TQM QE 31 

Address: Hofmannstrasse 51 

81359 Munich 

Country: Germany 

Phone: (089) 722 26105 Mr. Alt 

Fax: (089) 722 25326 

E-Mail: Udo.Alt@.siemens.com 

3.3 Storage of Records 


R006SR1K 

The original of the test report is delivered to the client. It is in the responsibility of the client to 

administer and store the test report for future use. 

The EUT-software has to be kept by the client and must be available for future examinations. 

3.4 Time Schedule 

Delivery of EUT: 31. october 2002 

Start of test: 06. november 2002 

End of test: 04. april 2003 

3.5 Participants 

Name Function Company Department Location 

Mr. Knier Accredited testing Siemens AG ICN TQM QE 31 Mch H 

Mr. Schließke Accredited testing Siemens AG ICN TQM QE 2A Mch H 

Mr. Tries supervision of EUTfunctionality 

Siemens AG ICN CP D NP A3 Mch Ma1 



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4 Equipment under Test 

4.1 Description of EUT 


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The EUT combines different platforms based on OEM‘s (Original Equipment Manufacturer). 

These OEM components are used in the different SIEMENS products. The EUT is the 

maximum constellation of the components. 

Later, it is possible to use only a subset of components depending on the customer demands. 

There are 18 Single Server Unit components possible to mount in the rack without the OSP 

and up to 16 including the OSP. 

4.2 Configuration of EUT 

There are three basic components: 

1. OSP consisting of a two node architecture (green) 

2. Up to 18 Single Server Units (yellow) 

3. Two switches for various connections to 100BaseT or 10BaseT Ethernet (magenta) 

HE Einbauten Bemerkung 

1. 

2. Breakerpanel 3HE 

3. 

4. 

Breaker Panel 3HE 22 devices 

2*20 A + 20*10 A 

5. Ethernet cable 

6. 

24 port Switch 2HE 

7. 

+ 4 Port Extension 

8. 

24 port Switch 2HE 

9. 

+ 4 Port Extension 

10. Ethernet cable 

11. Netra 120 

12. Netra 120 

13. Netra 120 

14. Netra 120 

15. 

16. 

Netra 120 

17. Netra 120 

18. Netra 120 

19. Netra 120 

20. Netra 120 

21. 

22. 

Netra 120 

23. Netra 120 

24. Netra 120 

25. Netra 120 

26. Netra 120 (SAI) 

27. 

28. 

Netra 120 (SAI) 

29. 

30. 

Fachboden SAI Connector Boxes 


32. Netra S1 Netra 120 

33. Netra S1 Netra 120 



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34. 

35. 

36. 

37. 

38. 

39. 

40. 

41. 

42. 

43. 

44. 

45. 

46. 

47. Kabeleinlass 

Netra 20 OSP 

Netra 20 OSP 

Figure 1-1: Configuration of the EUT 


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The following two pictures show the internal and external cabling and the IP addresses 

association of the EUT and the AE. 

4 * 30m Ethernet 

Type 1 

19 * Ethernet 

Type 2 

Cisco 

Switch 

Cisco 

Switch 

24 Port DC 

24 Port DC 

16. Netra 120 

15. Netra 120 

14. Netra 120 

13. Netra 120 

12. Netra 120 

11. Netra 120 

10. Netra 120 

9. Netra 120 

8. Netra 120 

7. Netra 120 

6. Netra 120 

5. Netra 120 

4. Netra 120 




Netra S1 

Netra S1 

Netra 20 Node 0 

Netra 20 Node 1 

19 * Ethernet 

Type 2 

2 * Ethernet 

Type 3 

Rack 

Wall of 

anechoic 

chambe 

r 

Figure 1-2:Network Connections of the EUT 



Ultra 1 

Admin Workstation 

IP - Adressen auf Ultra 1: 

192.1.1.50 + 10.1.1.50 (optional) 

IP - Adressen auf Netra 120 Servern: 

1. 192.1.1.1 an eri0 

10.1.1.1 an eri1 

2. 192.1.1.2 an eri0 

10.1.1.2 an eri1 

� . 

� . 

� . 

16. 192.1.1.16 an eri0 

10.1.1.16 an eri1 

IP - Adressen auf hiQ4000: 

Node 0: 

192.1.1.100 public an NAFO - qfe0:qfe2 

10.1.1.100 NetM an qfe1 

Node 1: 

192.1.1.101 public an NAFO - qfe0:qfe2 

10.1.1.101 NetM an qfe1 

192.1.1.102 logical Host Public Net 

10.1.1.102 logical Host to NetM 

Cluster Interconnect net0 - net0 + qfe3 - qfe3 

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Figure 1-3: Connection for the E1/T1 loop test and serial connection for the host consoles 

Cable Types : 

8 

SAI- 

Box 

Cisco Switch 24 Port DC 

Cisco Switch 24 Port DC 

16. Netra120 

15. Netra120 

14. Netra120 

13. Netra120 

12. Netra120 

11. Netra120 

10. Netra120 

9. Netra120 

8. Netra120 

7. Netra120 

6. Netra120 

5. Netra120 

4. Netra120 



SAI- 

Box 


Netra S1 

Netra S1 

Netra20 

Netra20 

6 

SAI- 

Box 

2 * E1/T1 

2 * E1/T1 

Wall of 

anechoic 

chamber 

Type 1: External Ethernet Cat 5 Cable, cross wired V45591-A282-A300 

Type 2: Internal Ethernet/Serial Cat 5 Cable, 1:1 wired SUN #530-1871 

Type 3: Internal Null Ethernet Cat 5 Cable, cross wired SUN X3837A 

Type 4: External E1/T1 Cable, S30257-Z8322-A300 



4 

Rack 

18 * serial 

Type 2 

2 * E1/T1 

Type 4 

Ultra 1 

Admin Workstation 

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4.2.1 HW: Rack 

Siemens part number: S30805-C2774-X100 

Manufacturer: Schroff 

Following items are included: 


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Product Features ordering number serial number 

Rack W-D-H 600mm, 700mm, 2220mm 11295-018 

Breaker Panel number of breakers: 22 incl. in rack ordering 

no. 

4.2.2 HW & SW: Open Service Platform (OSP) 

Siemens part number: D21:OSP (1* im EUT) 

Manufacturer: SUN (except E1/T1-card) 


Product ordering number serial number 

2x Sun Netra 20 DC 

N28-900-DC 

- Basispaket für 

ATO 

- Hauptplatine 

- 

DC-Stromversorgung 

- Alarmanzeige 

- 19-Zoll 

Rackmount-Kit 

- 4x PCI-Steckplatz 

- 2x Einbauschacht 

für Laufwerk 

Hinweis: 

- Ohne Grafik- und 

Audio-I/O 

- für 900MHz CPUs 

2x 900MHz/8MB Cu 

UltraSPARC-III CPU 

- 8MB Level 2 Cache 

- für Sun Fire 

280R, Netra 20 und 

Sun Blade 1000/2000 

2x 1GB Hauptspeicher 

- 4x 256MB 

DIMM-Modul für Sun 

Blade 1000 u. Sun 

Fire 280R/3800/4800 

/4810/6800/15K 

Hinweis: 

7009A 

7053A 



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- Einbau erfolgt im 

Werk. 

4x 73GB/10000UPM 

FC-AL Festplatte, 

Low-Profile 

- 73 FC-AL 

Festplatte, 

10000UPM 

- Low-Profile 1" 

- mit Montage-Kit 

für A5200 

2x Sun Dual SCSI- / Dual Fast 

Ethernet PCI Card 

2x SCSI-Kabel, SCSI-3 

auf SCSI-3, 2m 

- SCSI-3 auf SCSI-3 

2x SCSI-Kabel, SCSI-3 auf VHDCI, 

2m 

2x PCI-Karte mit Quad 

Fast Ethernet 

Controller (QFE) 

6x 4m RJ45-RJ45 CAT5 

Kabel 

2x Serielles Kabel, 

DB25 Male to RJ45 

Male 

2x Null Ethernet 

Kabel, 5 Meter 

2x Sun StorEdge S1, 

DC, 2x36GB/10000UPM 

UltraSCSI 

Festplatte 

- unterstützt 

UltraSCSI SE, 

UltraSCSI 2 (LVD) 

u. 3 (LVD) 

- hotswap 

Festplatten 

- DC 

Stromversorgung 

- NEBS Level 3 

zertifiziert 

- Abmessungen: 1 

Rack-Höheneinheit, 

Tiefe: 18,6" 

2x Netra t1/st D130 

19" Rackmount -Kit 

- 19" Rackmount-Kit 

für Netra t1 oder 

Netra st D130 

6855A 

2222A 

1139A 

3832A 

1034A 

#530-1871 

2151A 

X3837A 


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NS-XDSKS1-236GDC 

X6919A 

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- geeignet für die 

Front- oder 

Zentralbefestigung 

- geeignet für 

Racks mit bis zu 

36" Tiefe 

2x Sun Cluster 3.0, 

Server Lizenz f. Netra 20 

2x E1/T1 PCI-Card (SBE HW400p+) 

SIEMENS components 

CLNIS -300-B929 

H4p+SMNS1 

Product Siemens part number 

1x Unified Mediation Layer, UMLA 

SW.: Version xxx 

Installed on each Netra 20 

4.2.3 HW & SW: Single server unit 


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n.a. 

Siemens part number: D21:WS-N3 (13* im EUT) 

Manufacturer: SUN 



Netra 120, 

512 MB RAM, 

1* 36 GB Disk 

N25DUTA1-9S-512AV1 

36.4GB NEBS 

Festplatte, 

USCSI, 

10000upm 

4m RJ45-RJ45 

CAT5 Kabel 

X5244A 

X1871A 

Siemens part number: D21:WS-N3-SAI (3* im EUT) 

Manufacturer: SUN 



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Netra 120, 

512 MB RAM, 

1* 36 GB Disk 

N25DUTA1-9S-512AV1 

36.4GB NEBS 

Festplatte, 

USCSI, 

10000upm 

4m RJ45-RJ45 

CAT5 Kabel 

PCI SUNSAI/P 

Serielle 

Asynchrone 

Interface PCI- 

Karte 

- externe 8-Port 

I/O Box mit 

RS-232 

Anschlüssen 

SIEMENS components 

X5244A 

X1871A 

X2156A 

Product Siemens part number 

1x Unified Mediation Layer, UMLA n.a. 

SW.: Version xxx 

Installed on each Netra120 

4.2.4 HW: Additional network components 

Siemens part number: not available (2* im EUT) 

Manufacturer: Cisco 

Following additional items are included: 


Cisco Catalyst 2924 S30122-U1439-X 

24 port switch, 

DC 

Cisco 4port 

extension module 

S30122-U1551-X 

Siemens part number: not available (4* im EUT) 

Manufacturer: Corning 


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Cross wired 

Ethernet Cable 

(external wires, 

30m) 

V45591-A282-A300 

Auxiliary Equipment (AE) 

One Ultra10 workstation with monitor (manufacturer SUN) 

4.3 Operating Conditions 


R006SR1K 

During the earthquake test all servers in the rack are checked by sending ICMP echo requests 

(ping) from the Ultra10 (AE) workstation in an endless loop. The responses from the servers 

are displayed on the AE. Missing responses are logged in a file on the AE. 

The test loop works as follows: 

1. sending ping to 1. Netra120 

2. waiting for response from 1. Netra120(ICMP echo response) or waiting for timeout 



32. waiting for response 2. Netra120 (ICMP echo response) or waiting for timeout 


34. waiting for response from 1. Netra20 (ICMP echo response) or waiting for timeout 


36. waiting for response from 2. Netra20 (ICMP echo response) or waiting for timeout 

37. repeat loop from step1 

Before and after the earthquake test all disks on all servers are checked using the Sun Solaris 

command “metacheck”. 



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5 Test Equipment 

5.1 Test Facility 

consecutive 

No. 

Vibration Test Equipment 80A 

EQUIPMENT TYPE MANUF. Status of 

Equipment 


R006SR1K 



Certificate Cal.-Date 

YYYY/MM 

Cal. due date 

YYYY/MM 

S0795 Frequency Counter P6101,FP2 Newport ind - - - 

S0854 Frequency Display L4S4RA8W Newport ind - - - 

S1402 Charge Amplifier D22PMG Unholtz Dickie cal 03-034 2003/02 2004/02 

S1418 PARAGON MAINFRAME 35650A hp cal 03-034 2003/02 2004/02 

2129 

S1419 Vibration Exciter SW9100 RMS cal 03-034 2003/02 2004/02 

S5004 Oscilloscope D1011 Siemens ind - - - 

S5325 PC Scenic L FSC not - - - 

S5059 Accelerometer 224C Endevco cal 20666 2002/12 2004/12 

cal=calibrated Equipment - cpu=checked prior to use - chk=checked equipment ( dated) 

ind=for indication only - not=not calibrated equipment - ref=Reference standards only 

Earthquake Vibration Test Equipment 86A 

No. EQUIPMENT Type Manuf. Inventory-No. Ser.-No. Cal.- 

Stat. Certificate 

S0353 

Earthquake 

system 

921.67 MTS A058E020384 0 not 

Cal.-Date 

YYYY/MM 

Cal. due 

date 

YYYY/MM/D 

D 

S8096 Control TESTSTAR IIS 761100051188 6911BW 

43A527 

not 

S0919 Amplifier 106 Endevco A05889000451 AD15 cal 03-037 2003/02 2004/02 

S5033 Power Supply 32r06 Gossen ind 

S5186 Accelerometer 2262C-25 Endevco FW97H cal 1401 2002/04 2004/04/02 

S0420 

Displacement 

Measuring 

Device 10000DC-D-006 Schaevitz 

cal=calibrated Equipment - cpu=checked prior to use - chk=checked equipment ( dated) 

ind=for indication only - not=not calibrated equipment - ref=Reference standards only 

cal 

Excel 

Worksheet 2003/02 2004/02 

14/25



Figure 5.1- Earthquake Test System 


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6 Requirements, Tests and Results 


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The test results in the report refer exclusively to the test object described in section 4 and the 

test period in section 3.4. 

6.1 Requirements Specification 

The EUT shall operate properly during and after the tests specified in section 6.2.2 

No mechanical or structural damages shall be detected after testing. 

6.2 Test Specification 

6.2.1 Public Transportation – Mechanical Tests (2.3) 

Test Parameter Dim Test severity Duration Reference Method 

Vibration ASD m 

random 

2 /s 3 

1,0 

EN Fh:Vibration, 

dB/oct. 

-3 3 x 30 60068-2-64 broad-band 

frequency range Hz 10-200;200-2000 min 

random 

axes of vibration 3 

(digital 

control) 

Shocks shock spectrum 

duration ms 

acceleration m/s 2 

half sine 

EN Eb: Bump 

6 11 60068-2-29 

180 100 

mass kg ≤ 50 > 50 

number of bumps 

100 in 

each dir. 

direction of bumps 6 

Free Fall see Table 7 IEC 

60068-2-32 

Table 7: Free Fall Test Severities for Test Specification 2.3 

Mass (kg) Free Fall Test Height 

(m) 

< 10 1,0 

< 15 1,0 

< 20 0,8 

< 30 0,6 

< 40 0,5 

< 50 0,4 

< 100 0,3 

> 100 0,1 

Note 1: 1 fall on each face. 

If the mass is > 5 kg and if the normal attitude is specified, 

2 falls in the specified attitude only. 



Ed: 

Procedure 1 

16/25



6.2.2 Earthquake (cl. 4.1 / 4.1E) 

Test Specification : Earthquake Test 


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Test Parameter Dim Test severity Duration Reference Method 

Earthquake 

Time 

History 

RRS 

Frequency Range Hz 

ZPA m/s 2 

Axes 

Damping ratio % 

Table 5 

1 – 35 

5 

3 

2 

Table 5 Acceleration Coordinates for the RRS 



30 sec 

EN 

60068-2-57 

Co-ordinate Point Frequency (Hz) Ground Acceleration (m/s 2 ) 

1 1,0 6,3 

2 2,0 25 

3 11,6 25 

4 23,0 5 

5 35,0 5 

6.3 Test Performance 


Mounting of EUT 

Ff: Time 

History 

Method 

For the vibration and shock tests, the EUT were packed in a wooden transportation case and 

mounted at vibrator table with bars and straps. 

Weight of EUT is 493 Kg. 

The test was performed in 3 mutually perpendicular axes (see photo 1-3). 

Definition of vibration axes: 

horizontal front to back = Y axis 

horizontal side to side = X axis 

vertical = Z axis 

17/25



Photo 1:EUT mounted at vibration table. Axis of vibration Y = front – back 

Photo 2: EUT mounted at vibration table. Axis of vibration X = side – side 


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Direction of 

vibration 

Direction of 

vibration 

18/25



Photo 3: EUT mounted at vibration table. Axis of vibration Z = vertical 

Free fall 

Photo 4: EUT before free fall test, height 10cm 2 falls specified 


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Direction of 

vibration 

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Mounting of EUT 


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For the Earthquake tests, the EUT were mounted at earthquake table with means of a adapter 

plate. 

The test was performed in 3 mutually perpendicular axes (see photo 5-6). 

During the tests in horizontal axes (X and Y) the displacement on top of the EUT were 

measured. 

Photo 5: EUT mounted on the earthquake table. Axis of vibration X (horizontal) 



20/25



Photo 6: EUT mounted on the earthquake table. Axis of vibration Y (horizontal) 

Photo 7: EUT mounted on the earthquake table. Axis of vibration Z (vertical) 


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6.4 Test Results 



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During the tests the pagage were not opened. 

No mechanical deviations of the EUT could be ascertained after the tests. 

A electrical function test performed by Mr. Tries, ICN CP D NP A3 runs failure free. 


No mechanical deviations of the EUT could be ascertained during and after the test. 

During the earthquake test every ping was responded – no timeout . 

The metacheck command on all servers did not find an error – all disks were in order. 

6.4.2.1 Earthquake tests results - TRS vs. RRS measured at the earthquake table 

The shaker table’s analyzed acceleration, known as Test Response Spectrum (TRS, red line), 

must meet or exceed the Required Response Spectrum (RRS, blue line) for the Earthquake 

Risk Zone 4 in the range from 1.0 to 50 Hz. 

Earthquake Test Response Spectrum TRS vs Required Response Spectrum RRS 

X-axis: 

acc. (g) 

2 

1.5 

1 

0.5 

0 

-0.5 

-1 

-1.5 

-2 

R21: hiQ X-axis 

Time History (Table) 

0 5 10 15 20 25 30 35 

t (s) 

Figure 6-1 - Acceleration at Earthquake table - X-axis 



22/25



10 

acc. (g) 

1 

Shock response (bottom) 

R21: hiQ X - axis 

1 10 100 

f (Hz) 

Figure 6-2 – Test Response Spectrum - X-axis 

Y-axis: 

acc. (g) 

2 

1.5 

1 

0.5 

0 

-0.5 

-1 

-1.5 

-2 

R21: hiQ Y-axis 



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TRS 

RRS Bellc. 

0 5 10 15 20 25 30 35 

t (s) 

Figure 6-3 - Acceleration at Earthquake table - Y-axis 

10 

acc. (g) 

1 


R21: hiQ Y - axis 

1 10 100 

f (Hz) 

Figure 6-4 – Test Response Spectrum - Y-axis 

TRS 

RRS Bellc. 

23/25



Z-axis: 

acc. (g) 

2 

1.5 

1 

0.5 

0 

-0.5 

-1 

-1.5 

-2 

R21: hiQ Z-axis 



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0 5 10 15 20 25 30 35 

t (s) 

Figure 6-5 - Acceleration at Earthquake table - Z-axis 

10 

acc. (g) 

1 


R21: hiQ Z - axis 

1 10 100 

f (Hz) 

Figure 6-6 – Test Response Spectrum - Z-axis 



TRS 

RRS Bellc. 

24/25



6.4.2.2 Displacement results 


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Frame-level equipment shall be constructed so that during the waveform testing, the maximum 

single-amplitude deflection at the top of the framework, relative to the base does not exceed 

75mm (3in). 

displacement (mm) 

60 

40 

20 

0 

-20 

-40 

-60 

-80 

R21: hiQ X-axis 

Displacement (Top of Rack) 

0 5 10 15 20 25 30 35 

Figure 6-7 – Displacement measured at top of R21: hiQ rack - X-axis 

displacement (mm) 

25 

20 

15 

10 

5 

0 

-5 

-10 

-15 

-20 

-25 

t (s) 

R21: hiQ Y-axis 

Displacement (Top of Rack) 

0 5 10 15 20 25 30 35 

Figure 6-8 – Displacement measured at top of BS-240XL II rack - Y-axis 

In vibration direction vertical (Z-axis) no displacement was measured. 

No mechanical deviations of the EUT could be ascertained during and after the test. 

6.5 Evaluation 

The tested Rack R21: hiQ CONFORMS with the requirements 

ETSI EN 300 019-2-2, V2.1.2 (1999-09), T2.3 Transportation - mechanical tests and 

ETSI EN 300 019-2-3, V2.1.2 (1999-09) Earthquake. 

t (s) 



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7 Enclosures 

7.1 Accreditation Certificate 


R006SR1K 

Depart.: ICN TQM QE 31 Test Report Enclosures Date: 28 Apr. 2003 


1/3




R006SR1K 

7.2 Diagrams of vibration and shock response measured at vibrator table 

7.2.1 Random Vibration Test 

Random 

[(m/s²)²/Hz] 

10 

1 

0,1 

0,01 

0,001 

Random 

5 10 100 200 

[(m/s²)²/Hz] 

10 

1 

0,1 

0,01 

0,001 

acceleration at shaker table 

acceleration at shaker table 



[Hz] 

5 10 100 200 

[Hz] 

Chan.no: 1 

Chan.type: C 

DOF: 144 

Level: 0,0 dB 

Resolution: 1 Hz 

Contr.strat.: Average 

Unit: (m/s²)²/Hz 

RMS (act.): 2,541 m/s² 

RMS (req.): 2,504 m/s² 

Contr.strat.: Closed loop 

-- Time on act. level -elapsed: 

000:05:00 

remaining: 000:25:00 

-- Time total -elapsed: 

000:06:00 


Date: 11-06-02 

Time: 13:22:27 

R:21 


horizontal X,Y-axis 

Chan.no: 1 

Chan.type: C 

DOF: 144 

Level: 0,0 dB 

Resolution: 1 Hz 

Contr.strat.: Average 

Unit: (m/s²)²/Hz 

RMS (act.): 7,906 m/s² 

RMS (req.): 7,861 m/s² 

Contr.strat.: Closed loop 

-- Time on act. level -elapsed: 

000:30:00 


-- Time total -elapsed: 

000:31:01 


Date: 11-06-02 

Time: 10:50:30 

R:21 


Vertical Z-axis 

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7.2.2 Shock Test 

Classical Shock 

[g] 

15,0 

12,5 

10,0 

7,5 

5,0 

2,5 

0,0 

-2,5 

-5,0 

-7,5 

-10,0 

-12,5 

-15,0 

0,00 0,05 0,10 0,15 0,20 0,25 0,30 0,35 0,40 0,45 0,50 

Classical Shock 

[g] 

15,0 

12,5 

10,0 

7,5 

5,0 

2,5 

0,0 

-2,5 

-5,0 

-7,5 

-10,0 

-12,5 

-15,0 

Anregung 

Anregung 

0,00 0,05 0,10 0,15 0,20 0,25 0,30 0,35 0,40 0,45 0,50 


R006SR1K 



[s] 

[s] 

Chan.no: 1 

Chan.type: C 

Level: 0,0 dB 

Resolution: 1,22e-004 s 

Unit: g 

RMS (act.): 1,089 g 

RMS (req.): 1,088 g 

-- Pulses on act. level -done: 

50 

remaining: 50 

-- Pulses total -done: 

80 

remaining: 50 

Date: 11-06-02 

Time: 10:55:18 

Chan.no: 1 

Chan.type: C 

Level: 0,0 dB 

Resolution: 1,22e-004 s 

Unit: g 

RMS (act.): 1,089 g 

RMS (req.): 1,088 g 

-- Pulses on act. level -done: 

10 

remaining: 90 

-- Pulses total -done: 

140 

remaining: -10 

Date: 11-06-02 

Time: 10:57:38 

R21 


Shock acceleration 

for ,Z axsis 

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Distributor to Test Report No. R006SR1K 

for Rack R:21 hiQ 

Name: Department: Location: 

Mch H, 28 Apr. 2003 

Mr. Bienczyk ICN CP D NP A3 Mch H/Ma1 (o+pdf) 

Mr. Tries ICN CP D NP A3 Mch H/Ma1 (pdf) 

Mr. Klein ICN TQM QE Mch H (pdf) 

Mr. Dr. Frentzel ICN TQM QE 3 Mch H (pdf) 

Mr. Alt/Knier ICN TQM QE 31 Mch H (cc) 

(o): original of test report 

(s): summary 

(we): without enclosure 

(cc): colour copy 

(pdf): only as pdf-file via e-mail

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