Tangguh LNG Project
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Detail engineering design for main process area for Train 1 and 2 in Tangguh LNG Plant Project in Papua - Indonesia. It consist of Reinforced Concrete Piperacks and Steel Structures. The structural analysis used StaadPro
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blog : https://civilcareer4you.blogspot.com/
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4. Numerical analyses of SFRC tunnel linings under static loading conditions.
5. Some critical thoughts about the geostatic loads on to the tunnel final linings.
6. Some critical thoughts about the ground elastic modulus for the design of tunnel linings
7. Conclusions
IRJET- Analysis and Design of a Bridge at Bhoothathankettu Barrage
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Major issues to be considered for the successful application of unreinforced and steel fiber reinforced concrete (SFRC) tunnel final linings concepts include:
1) Application limits related to the geotechnical environment, seismic regime, and topography that must be determined based on safety and serviceability requirements.
2) Existing design codes and recommendations provide frameworks for evaluating the safety and serviceability of these lining concepts.
3) Case studies demonstrate that unreinforced and SFRC tunnel linings have been successfully used in tunnels up to 8km and 4.8km respectively, in various ground conditions.
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Ali Ahmed Al-hamadah has over 5 years of experience in structural analysis and design. He holds a Bachelor's Degree in Civil Engineering and has worked on numerous oil and gas projects in Saudi Arabia. His experience includes structural analysis and design of steel and concrete structures such as pipe racks, equipment platforms, and foundations using software like STAAD Pro and STAAD Foundation. Currently he works as a CSA Engineer at Fluor where he is involved in the structural design of various process facilities.
Isb engineering specialist
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baij's cv
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RAJA NARAYANASWAMY__Senior Civil & Structural Designer
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Nazmy Markos
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CV for Bob Gao 022017
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The steel industry is pursuing a global sector-based approach (GSSA) through the Asia-Pacific Partnership on Clean Development and Climate (APP) to reduce emissions. The APP Steel Task Force is working on cooperative actions including developing a handbook of clean technologies, establishing a common methodology for benchmarking and target setting, and promoting technology deployment through plant diagnostics and model projects. Site visits were conducted in China and India to identify energy saving opportunities and transfer technologies between partner countries to accelerate emissions reductions from the steel sector.
Api standards for safe offshore operations brochure
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Tangguh LNG Project
- 1. Tangguh LNG Project Tanah Merah, Papua, Indonesia Tangguh LNG Project Tanah Merah, Papua, Indonesia Objective: To develop detail engineering design of 2 identical process train area in Tangguh LNG Project that consist of mainly concrete structure with secondary steel member Tools: Staadpro PDS – 3D Modeller Autocad X-Steel Microsoft Excel Manpower: 1 Lead Structural Engineer 7 Structural Engineers 10 Structural Designers Duration: 14 Months (For Engineering) Tanah Merah
- 2. Tangguh LNG ProjectTangguh LNG Project
- 3. Process Train Area & Utility Area Plot Plan Process Train Area & Utility Area Plot Plan
- 4. Tangguh LNG ProjectTangguh LNG Project Applicable Codes, Standards and Specifications ACI 318 - 99 - American Concrete Institute AISC 9th Edition (ASD) - American Institute of Steel Construction UBC 97 - Uniform Building Code ASTM - American Society for Testing and Materials JIS - Japan Industrial Standard
- 5. Material SpecificationMaterial Specification Concrete The minimum compressive cylinder strength of concrete at 28 days shall be specified for each type of structures as follows: 35Mpa: for LNG tank foundation 28Mpa: for all structural concrete 10Mpa: for Lean and Leveling concrete Steel Reinforcement Reinforcement bar Material fy (MPa) JIS G3112 SD390 390 MPaDeformed bar ASTM A615 Gr60 SNI-07-2052-2002 Grade BJTD50 420 MPa JIS G3112 SR235 235 MPaPlain round bar ASTM A615 Gr40 280 MPa Welded Wire Fabric ASTM A185 420 MPa
- 6. Tangguh LNG ProjectTangguh LNG Project Structural Description: 1 RC Main Pipe Rack (Size: 238 x 33 x 14.5 meter) 2 Steel Compressor Shelters (Size 48.5 x 18 x 27.4 meter) 4 RC Pipe Racks 4 RC Equipment Support Platforms 2 Steel Bridges 4 Steel Access Platforms at Marine Area RC Main Pipe Rack (8 Nos)
- 7. RC MAIN PIPE RACKRC MAIN PIPE RACK
- 8. RC MAIN PIPE RACKRC MAIN PIPE RACK
- 9. RC MAIN PIPE RACKRC MAIN PIPE RACK
- 10. RC MAIN PIPE RACKRC MAIN PIPE RACK
- 11. MAIN PIPE RACK PILE FOUNDATIONMAIN PIPE RACK PILE FOUNDATION
- 12. Steel Compressor ShelterSteel Compressor Shelter
- 13. Steel Compressor ShelterSteel Compressor Shelter
- 14. Equipment Support PlatformEquipment Support Platform
- 15. Equipment Support PlatformEquipment Support Platform
- 16. Process Train 1 (06 June 07)Process Train 1 (06 June 07)
- 17. Analysis Conducted : RC Design Steel Structure Design Seismic Analysis Steel Connection Design RC Capacity Design Tangguh LNG ProjectTangguh LNG Project Loadings Considered : Dead Load Operation Load Live Load Test Load Impact Load Vibration Load Thermal Force Bundle Pulling Force Vehicle Load Fluid Surge Soil and/or Water Pressure Wind Load Earthquake Load
- 18. Tangguh LNG ProjectTangguh LNG Project Thermal Forces: For beams supporting more than 4 pipes 10% of vertical load from all unfixed pipes and 5% for whole structure design. For beams supporting less than or equal to 4 pipes Friction factor of 0.3 for steel to steel shall be used and be applied to 2 heaviest pipe loads. Thermal friction coefficient The friction coefficient to be used for pipe supports, sliding bearing, horizontal vessels or exchanger should not exceed: – Steel to concrete : 0.4 – Steel to steel : 0.3
- 19. T H E E N DT H E E N D