{"id":180382,"date":"2024-10-19T11:15:49","date_gmt":"2024-10-19T11:15:49","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/asce-mop-136-2018\/"},"modified":"2024-10-25T03:33:11","modified_gmt":"2024-10-25T03:33:11","slug":"asce-mop-136-2018","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/asce\/asce-mop-136-2018\/","title":{"rendered":"ASCE MOP 136 2018"},"content":{"rendered":"

Sponsored by the Energy Division of ASCE<\/p>\n

The design of turbine-generator foundations requires advanced technical expertise in structural engineering and soil dynamics, as well as close collaboration with manufacturers, mechanical and electrical engineers, and plant designers. Various manufacturers have different requirements for such foundations, and application of code provisions can demand a significant degree of interpretation. Concrete Foundations for Turbine Generators: Analysis, Design, and Construction<\/i> provides the practical assistance needed by structural engineers and facility owners to meet these challenges with the most up-to-date and reliable information available.<\/p>\n

This Manual of Practice addresses the design of three types of concrete foundations for turbine generators: block foundations, with pedestals, piers, and blocks supported on a common mat foundation (basemat); elevated space-frame pedestal foundations, with columns, walls, and a tabletop supported on the basemat; and foundations where equipment or structural elements are supported on a vibration-isolation system.<\/p>\n

Topics include turbine generator equipment, foundation layout and sizing, foundation loads and load combinations, modeling of soil and pile response to dynamic loads, finite element modeling, serviceability analysis and acceptance criteria, strength and stability design, embedded items, vibration-isolated foundations, and construction considerations. Three appendixes on dynamic impedance discuss soil-supported rigid foundations, pile-supported foundations, and calculation examples.<\/p>\n

MOP 136 delivers state-of-the-practice guidance on turbine-generator foundations for structural design engineers, operating company personnel responsible for establishing structural design criteria and construction standards, and local building officials.<\/p>\n

PDF Catalog<\/h4>\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n
PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\nMop_136
\n_online.pdf <\/td>\n<\/tr>\n
4<\/td>\nMANUALS AND REPORTS ON ENGINEERING PRACTICE <\/td>\n<\/tr>\n
6<\/td>\nCONTENTS
\n <\/td>\n<\/tr>\n
10<\/td>\nPREFACE
\n <\/td>\n<\/tr>\n
12<\/td>\nACKNOWLEDGMENTS
\n <\/td>\n<\/tr>\n
14<\/td>\nCHAPTER 1: INTRODUCTION
\n
1.1 Background
\n <\/td>\n<\/tr>\n
15<\/td>\n1.2 Purpose
\n
1.3 Scope and Limitations
\n <\/td>\n<\/tr>\n
17<\/td>\n1.4
\nAbbreviations and Acronyms <\/td>\n<\/tr>\n
18<\/td>\n1.5
\nFoundation Terms <\/td>\n<\/tr>\n
19<\/td>\nReferences
\n <\/td>\n<\/tr>\n
20<\/td>\nCHAPTER 2: TURBINE GENERATOR EQUIPMENT
\n
2.1
\nIntroduction
2.2
\nMain Components <\/td>\n<\/tr>\n
22<\/td>\n2.3
\nLayout Configurations <\/td>\n<\/tr>\n
27<\/td>\n2.4
\nFoundation Design Information
2.5
\nInstallation
2.6
\nOperation <\/td>\n<\/tr>\n
28<\/td>\nCHAPTER 3: PRELIMINARY TURBINE GENERATOR FOUNDATION LAYOUT AND SIZING
\n
3.1
\nIntroduction
3.2 Foundation Types and General Design Information
\n <\/td>\n<\/tr>\n
32<\/td>\n3.3
\nPreliminary Design: Initial Foundation Sizing <\/td>\n<\/tr>\n
40<\/td>\n3.4
\nPile Layout <\/td>\n<\/tr>\n
41<\/td>\nReferences
\n <\/td>\n<\/tr>\n
44<\/td>\nCHAPTER 4: FOUNDATION LOADS AND LOAD COMBINATIONS
\n
4.1
\nIntroduction <\/td>\n<\/tr>\n
45<\/td>\n4.2 Foundation and Equipment Self-Weights (Dead Loads)
\n
4.3
\nEquipment Loads during Normal Operation <\/td>\n<\/tr>\n
56<\/td>\n4.4
\nEmergency Operation Loads <\/td>\n<\/tr>\n
57<\/td>\n4.5
\nCatastrophic Equipment Loads <\/td>\n<\/tr>\n
59<\/td>\n4.6
\nEnvironmental Loads <\/td>\n<\/tr>\n
60<\/td>\n4.7
\nInstallation and Maintenance Loads <\/td>\n<\/tr>\n
61<\/td>\n4.8
\nConcrete Shrinkage and Creep Effects <\/td>\n<\/tr>\n
62<\/td>\n4.9
\nLoad Combination Considerations <\/td>\n<\/tr>\n
68<\/td>\nReferences
\n <\/td>\n<\/tr>\n
70<\/td>\nCHAPTER 5: MODELING OF THE SOIL AND PILE RESPONSE TO DYNAMIC LOADS
\n
5.1
\nIntroduction <\/td>\n<\/tr>\n
75<\/td>\n5.2
\nDynamic Impedance Definition <\/td>\n<\/tr>\n
80<\/td>\n5.3
\nDynamic impedance of rigid foundations <\/td>\n<\/tr>\n
85<\/td>\n5.4
\nDynamic Impedance of Flexible Foundations <\/td>\n<\/tr>\n
89<\/td>\n5.5
\nPile-Supported Foundations <\/td>\n<\/tr>\n
92<\/td>\n5.6
\nEvaluation of Soil Parameters <\/td>\n<\/tr>\n
93<\/td>\nReferences
\n <\/td>\n<\/tr>\n
96<\/td>\nCHAPTER 6: FINITE ELEMENT MODELING
\n
6.1
\nIntroduction <\/td>\n<\/tr>\n
97<\/td>\n6.2
\nGeneral Modeling Considerations <\/td>\n<\/tr>\n
99<\/td>\n6.3
\nElement Selection <\/td>\n<\/tr>\n
104<\/td>\n6.4
\nMesh Sensitivity <\/td>\n<\/tr>\n
105<\/td>\n6.5
\nGeometry Modeling <\/td>\n<\/tr>\n
107<\/td>\n6.6
\nBoundary Condition Modeling <\/td>\n<\/tr>\n
110<\/td>\n6.7
\nMass Modeling <\/td>\n<\/tr>\n
111<\/td>\n6.8
\nLoad Modeling
6.9
\nDamping Modeling <\/td>\n<\/tr>\n
112<\/td>\n6.10
\nSectional and Material Properties
6.11
\nModel Verification
6.12
\nAveraging of FE Results <\/td>\n<\/tr>\n
113<\/td>\nReferences
\n <\/td>\n<\/tr>\n
116<\/td>\nCHAPTER 7: SERVICEABILITY ANALYSIS AND ACCEPTANCE CRITERIA
\n
7.1
\nIntroduction
7.2
\nDynamic Serviceability Analysis <\/td>\n<\/tr>\n
124<\/td>\n7.3
\nStatic Serviceability Analysis <\/td>\n<\/tr>\n
128<\/td>\n7.4
\nServiceability Acceptance Criteria <\/td>\n<\/tr>\n
134<\/td>\nReferences <\/td>\n<\/tr>\n
136<\/td>\nCHAPTER 8: STRENGTH AND STABILITY DESIGN
\n
8.1
\nIntroduction
8.2
\nLoad Combinations for Strength Design <\/td>\n<\/tr>\n
137<\/td>\n8.3 Seismic Load and Ductile Design Considerations
\n <\/td>\n<\/tr>\n
139<\/td>\n8.4 Redundancy Factor (\u03c1) and Overstrength Factor (\u03a9\u2092)
\n
8.5
\nAccidental Torsion <\/td>\n<\/tr>\n
140<\/td>\n8.6
\nFE Results for Strength Design
8.7
\nBasemat Reinforcement Design <\/td>\n<\/tr>\n
141<\/td>\n8.8 Column, Block, Pier, and Wall Reinforcement Design
\n <\/td>\n<\/tr>\n
142<\/td>\n8.9
\nTabletop Reinforcement Design <\/td>\n<\/tr>\n
144<\/td>\n8.10
\nAdditional Reinforcement Requirements
8.11
\nVolumetric Reinforcements <\/td>\n<\/tr>\n
145<\/td>\n8.12
\nPile Capacity Check <\/td>\n<\/tr>\n
146<\/td>\n8.13
\nSoil-Bearing Pressure Check
8.14
\nStability Evaluation
References
\n <\/td>\n<\/tr>\n
148<\/td>\nCHAPTER 9: EMBEDDED ITEMS
\n
9.1
\nIntroduction
9.2
\nTypes of Embedded items in Turbine Generator Foundations <\/td>\n<\/tr>\n
155<\/td>\n9.3 Structural Design for Embedded Items
\n <\/td>\n<\/tr>\n
166<\/td>\n9.4
\nGrout Pockets, Grout Dams, and Grout <\/td>\n<\/tr>\n
169<\/td>\nReferences
\n <\/td>\n<\/tr>\n
172<\/td>\nCHAPTER 10: VIBRATION ISOLATED FOUNDATIONS
\n
10.1
\nIntroduction <\/td>\n<\/tr>\n
174<\/td>\n10.2
\nDesign Properties of Spring Elements and Viscous Dampers <\/td>\n<\/tr>\n
177<\/td>\n10.3
\nTypical Layout of VIS for Large STG Foundations
10.4
\nDynamic Characteristics of Elastically Supported TG Foundations <\/td>\n<\/tr>\n
179<\/td>\n10.5
\nOperational Behavior <\/td>\n<\/tr>\n
183<\/td>\n10.6
\nEmergency Conditions
10.7
\nSeismic Considerations <\/td>\n<\/tr>\n
186<\/td>\n10.8
\nSpring-Mounted Condensers <\/td>\n<\/tr>\n
187<\/td>\n10.9 Gas Turbine Foundations
\n <\/td>\n<\/tr>\n
188<\/td>\n10.10
\nRetrofit of Turbine Foundations
10.11
\nSelective Application Examples <\/td>\n<\/tr>\n
189<\/td>\n10.12
\nSpecial Considerations for TG Foundations with VIS <\/td>\n<\/tr>\n
192<\/td>\nReferences
\n <\/td>\n<\/tr>\n
194<\/td>\nCHAPTER 11: CONSTRUCTION CONSIDERATIONS
\n
11.1
\nIntroduction
11.2
\nConstruction Joints <\/td>\n<\/tr>\n
195<\/td>\n11.3 Construction
\nTolerances
11.4
\nConcrete Placement <\/td>\n<\/tr>\n
198<\/td>\n11.5
\nModularization <\/td>\n<\/tr>\n
199<\/td>\n11.6
\nPost-Installed Anchors and Interference with Reinforcement <\/td>\n<\/tr>\n
201<\/td>\n11.7
\nTemporary Construction Loads
11.8
\nCondenser Installation <\/td>\n<\/tr>\n
203<\/td>\n11.9
\nAdjustable Vertical Support Devices <\/td>\n<\/tr>\n
206<\/td>\n11.10 Stay-in-Place Formwork
\n <\/td>\n<\/tr>\n
207<\/td>\nReferences
\n <\/td>\n<\/tr>\n
208<\/td>\nAPPENDIXES
\n
APPENDIX A: DYNAMIC IMPEDANCE OF SOIL-SUPPORTED RIGID FOUNDATIONS
\n
A.1 Dynamic Impedance Formulas for Rigid Foundations on Homogeneous Soil
\n <\/td>\n<\/tr>\n
213<\/td>\nA.2 Impedance Functions of Rigid Foundations Using
\nthe Cone Model Approach
\n <\/td>\n<\/tr>\n
219<\/td>\nReferences
\n <\/td>\n<\/tr>\n
220<\/td>\nAPPENDIX B: DYNAMIC IMPEDANCE OF PILE-SUPPORTED FOUNDATIONS
\n
B.1 Impedance Functions of Single Piles on Homogeneous
\nand Parabolic Soil Profiles
\n <\/td>\n<\/tr>\n
223<\/td>\nB.2 Dynamic Impedance of Pile Groups
\n <\/td>\n<\/tr>\n
228<\/td>\nReferences
\n <\/td>\n<\/tr>\n
230<\/td>\nAPPENDIX C: DYNAMIC IMPEDANCE CALCULATION EXAMPLES
\n
C.1 Vertical Response of a Rigid Foundation
\n <\/td>\n<\/tr>\n
231<\/td>\nC.2 Horizontal and Rocking Response of a Rigid
\nFoundation
\n <\/td>\n<\/tr>\n
233<\/td>\nC.3 Dynamic Impedances of Surface Foundation
\n <\/td>\n<\/tr>\n
237<\/td>\nC.4 Pile Group Effects
\n <\/td>\n<\/tr>\n
245<\/td>\nC.5 Dynamic Impedance of a Large Pile Group
\n <\/td>\n<\/tr>\n
251<\/td>\nC.6 Negative Dynamic Impedance
\n <\/td>\n<\/tr>\n
255<\/td>\nReferences
\n <\/td>\n<\/tr>\n
258<\/td>\nINDEX <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

ASCE Manuals and Reports on Engineering Practice No. 136: Concrete Foundations for Turbine Generators – Analysis, Design, and Construction<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
ASCE<\/b><\/a><\/td>\n2018<\/td>\n267<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":180387,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2660],"product_tag":[],"class_list":{"0":"post-180382","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-asce","8":"first","9":"instock","10":"sold-individually","11":"shipping-taxable","12":"purchasable","13":"product-type-simple"},"_links":{"self":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product\/180382","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product"}],"about":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/types\/product"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media\/180387"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=180382"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=180382"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=180382"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}