KARI PROPRIETARY
Request For Proposal
for
Design of seismic mass for horizontal
vibration shaker
September 2014
Space Environment Test Team
Korea Aerospace Research Institute
169-84 Gwahangno, Yuseong-gu, Daejeon, 305-806, KOREA
Phone : 82(42)860-2562, Fax : 82(42)860-2234
KARI PROPRIETARY
Request For Proposal
for
Design of seismic mass for horizontal
vibration shaker
IMPORTANT
1. This RFP should be kept in confidentiality and should neither
be copied nor distributed to the third parties.
2. The questions and opinions on this RFP can be asked or
suggested to Korea Aerospace Research Institute before
submission of the proposal.
3. This RFP should be returned to Korea Aerospace Research
Institute with bidder’s proposal.
4. This RFP shall be legal bind after the contract is awarded
unless the bidder explicitly expresses the differences from the
RFP in the compliance sheet.
September 2014
Space Environment Test Team
Korea Aerospace Research Institute
169-84 Gwahangno, Yuseong-gu
DAEJEON, 305-806, KOREA
Phone : 82(42)860-2562, FAX : 82(42)860-2234
e-mail :acoust@kari.re.kr
2014.
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Space Environment Test Dept.
Table of Contents
I.
OVERVIEW ............................................................................................................................. 2
1.
OVERVIEW OF THE PROJECT ..................................................................................................... 2
2.
REQUISITES OF PARTICIPANTS .................................................................................................. 2
3.
SCOPE OF THE CONTRACT ........................................................................................................ 2
II.
TECHNICAL REQUIREMENTS ...................................................................................... 3
1.
TOTAL SYSTEM CONFIGURATION ............................................................................................. 3
2.
REQUIREMENTS FOR SEISMIC MASS DESIGN ............................................................................. 4
2014.
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Design of seismic mass for horizontal vibration shaker
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Space Environment Test Dept.
I. OVERVIEW
1. Overview of the project
1.1
Korea Aerospace Research Institute (hereinafter referred to as “KARI”) is located
at Daeduk Research Complex, 140 km south of Seoul.
1.2
KARI has a satellite assembly, integration and test center (hereinafter referred to
as “AITC”) for joint use by corporations and research institutes for the purpose of
the effective development of domestic satellites. And basic facilities and
equipment for satellite assembly and test have been supplied, installed and used.
1.3
The purposes of this project is To design the seismic mass(reaction mass) and
produce the detailed drawings for fabrication
1.4
All the descriptions in this RFP are minimum requirements and the supplier can
suggest the better one to improve the overall performance and cost. But in this
case, the proposal should clearly indicate the improvements from KARI’s
requirements.
2. Requisites of participants
2.1 The participants shall also have experience of manufacturing, integration,
installation and operation for the 3m x 3m T-Film Slip table vibration system
equipped with electro dynamic shaker.
3. Scope of the contract
3.1
The Contract shall supply the following;
FEM model and Analysis report for seismic mass
Detailed engineering drawings for fabrication
2014.
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Design of seismic mass for horizontal vibration shaker
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Space Environment Test Dept.
II. Technical Requirements
1. Total System Configuration
To increase the horizontal shaker capability, 3mx3m slip table system will be designed
and built. Before the installation of the slip-table system and vibration shaker, seismic
mass should be designed to support dynamic load during the vibration test
Figure 1 Concept for New Horizontal Vibration System
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Design of seismic mass for horizontal vibration shaker
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Space Environment Test Dept.
2. Requirements for seismic mass design
2.1 Mass requirement for seismic mass design
Mass of test object : Max 10 ton
Mass of shaker system : 13 ton
Mass of slip table : 5 ton
Excitation force of shaker = 30 ton
Overturning moment = Max. 1,000kN
Seismic mass : 113 ton
Overall support load by seismic mass : 141 ton
2.2 Supporting method for seismic mass : Air isolator system
2.3 Resonance of seismic mass & shaker system < 2Hz
2.4 Dimension of seismic block : 5.6m x 4.2m x ? (Height)
2.5 Interface
requirements:
Accommodation of LDS V994 shaker
Accommodation of TEAM 3m x 3m slip table assembly with seventy
seven (77) active T-film bearings and Two (2) High-Yaw bearing
2.6 Verification of design of the seismic mass by FEM Analysis
Stress analysis imposed by static and dynamic loading
Mode shape of seismic mass
Frequency response analysis
2.7 Deliverable
items
FEM model and Analysis report for seismic mass
Detailed engineering drawings for fabrication
