**VOLUME A**

The art of construction and detailing- The structural frame
- Construction methods
- Reinforcement
- Quantity surveying
- Estimation of the concrete’s quantity
- Estimation of the formworks’ quantity
- Estimation of the spacers’ quantity
- Estimation of the reinforcements' quantity
- Total estimation of the materials’ quantities
- Optimization of the reinforcement schedule
- Estimation of the structural frame’s cost
- Electronic exchange of designs - bids - orders

- Detailing drawings
- General
- The drawings’ title block
- Carpenter’s drawings
- EXCAVATIONS and FOUNDATION FLOOR (Drawing C.10)
- FORMWORK OF THE FOUNDATION and the basement floor (Drawing C.20)
- FORMWORK of the BASEMENT’S ceiling (Drawing C.30)
- FORMWORK of the GROUND FLOOR’S ceiling (Drawing C.40)
- FORMWORK of the MEZZANINE’S ceiling (Drawing C.50)
- FORMWORK of the MEZZANINE’S ceiling with thermal insulation (Drawing C.55)

- Steel fixer’s drawings

- Tables
- Drawings
- Model (exemplary) construction
**VOLUME B new**

Static and Dynamic analysis- General
- Limit States Design
- Models Analysιs
- Slabs
- Seismic behaviour
- One-storey plane frames
- Coupled one-storey plane frames
- Multistorey plane frames
- Space frames
- Diaphragmatic behaviour
- Centre of mass and radius of gyration
- Centre of stiffness and elastic displacements of the diaphragm
- Assessment of building torsional behaviour
- One-storey space frame with rectangular columns in parallel arrangement
- Multistorey space frame of rectangular columns in parallel arrangement
- Exercises

- Seismic accelerations and loadings
- Tables
- APPENDIX A
- APPENDIX B
- APPENDIX C
- APPENDIX D
- APPENDIX D7

« Multistorey plane frame systems Comparison of multistorey frame and dual systems » |

Multistorey plane dual systems In the following multistorey plane frame of project <B_532> the interstorey fluctuation of the apparent stiffness factors a in both columns and wall is presented. _{j}If the frame also comprises walls, the differences in stiffnesses and in moment distributions become more intense as the number of stories increase. Figure 5.3.2-2: Multistorey dual type structure with triangular distribution of seismic forces( "hand-made" graphical representation) : In case of a basement, zero seismic forces are developed at its roof level. However the fixed end condition applies at the bases only of the columns located at the basement perimeter walls. In the multistorey dual frame, the column factors are characterized by relatively small fluctuations with |

« Multistorey plane frame systems Comparison of multistorey frame and dual systems » |