Settings of the project structures. Further discussion on the behaviour and the verification of the structural elements, also with reference to the current legislation. Design and verification of the foundation structures.
Canali
teacher profile teaching materials
The aspects that lead to a sustainable work, also from the structural point, will be discussed in as far as possible taking into account the two discipline: Architecture and Structure, in order to arrive at a solution that, in addition to vertical loads, allows an adequate behavior also with respect to the seismic action. It will be possible to identify a significant portion of the project which, developed completely in the 2M architectural design laboratory, can also be developed in the 2m structural design laboratory up to the more advanced phases envisaged in this last course. The implications of possible alternative choices will be evaluated together, both by adopting typical more traditional structural solutions and more advanced and innovative ones, such as for example the seismic base isolation.
The main choices concerning the structural typologies will be identified, in relation to possible materials to be used in the structure. The alternatives in the choice of horizontal structural systems as well as of the global one in relation to the intended use and the architectural configuration, taking into account external actions to be considered, which also depend on the location of the construction.
The verification of the representative structural model will allow, during the development of the project, to compare possible solutions including local ones, checking the implications that the choices entail also at the level of architectural construction details.
The structural tables will be developed up to a rather advanced level of executive detail, to understand the construction and construction difficulties that inevitably affect the choices also at the architectural level.
LINK: http://design.rootiers.it/labstrutture/
Quaderno aicap N.2
PROGETTO DI UN EDIFICIO IN C.A. CON E SENZA ISOLAMENTO SISMICO ALLA BASE
aicap - Associazione Italiana Calcestruzzo Armato e Precompresso
DETTAGLI COSTRUTTIVI di STRUTTURE in CALCESTRUZZO ARMATO
aicap - Associazione Italiana Calcestruzzo Armato e Precompresso
PROGETTAZIONE DI STRUTTURE IN CALCESTRUZZO ARMATO
GUIDA ALL’USO dell’EUROCODICE 2 con riferimento alle Norme Tecniche D.M. 14.1.2008
aicap - Associazione Italiana Calcestruzzo Armato e Precompresso
PROGETTAZIONE SISMICA DI EDIFICI IN CALCESTRUZZO ARMATO
GUIDA ALL’USO dell’EUROCODICE 2 con riferimento alle Norme Tecniche D.M. 14.1.2008
aicap - Associazione Italiana Calcestruzzo Armato e Precompresso
Dynamics of Structures (4th Edition) (Prentice-Hall International Series in Civil Engineering and Engineering Mechanics) 4th Edition
by Anil K. Chopra
Programme
In relation to the third semester of the LM in Architectural Design, the educational offer is divided into four integrated laboratories, two per channel, respectively of Structural Design 2M (SSD: ICAR09) and Architectural Design 2 M (SSD: ICAR14). The integration of the two laboratories consists in the sharing of a project that is articulated in the definitions of the National Technical Standard on public works: Feasibility Study, Preliminary Project, Final and Executive, and which here, for simplicity, is defined as first and second phase . The first phase is the one associated with: Feasibility Study - Preliminary Project - Final Project, in a not very developed phase, and Second Phase: Final Project, in a more advanced version, and Executive, in a less advanced version than described in the National Technical Regulations, for example without arriving to formulate the specifications and the bill of quantities, but also defining with a certain detail the elements that make up the project, in addition to providing the technical report, which deals with both of the choices and the evaluation of the internal forces and relative safety verification.The aspects that lead to a sustainable work, also from the structural point, will be discussed in as far as possible taking into account the two discipline: Architecture and Structure, in order to arrive at a solution that, in addition to vertical loads, allows an adequate behavior also with respect to the seismic action. It will be possible to identify a significant portion of the project which, developed completely in the 2M architectural design laboratory, can also be developed in the 2m structural design laboratory up to the more advanced phases envisaged in this last course. The implications of possible alternative choices will be evaluated together, both by adopting typical more traditional structural solutions and more advanced and innovative ones, such as for example the seismic base isolation.
The main choices concerning the structural typologies will be identified, in relation to possible materials to be used in the structure. The alternatives in the choice of horizontal structural systems as well as of the global one in relation to the intended use and the architectural configuration, taking into account external actions to be considered, which also depend on the location of the construction.
The verification of the representative structural model will allow, during the development of the project, to compare possible solutions including local ones, checking the implications that the choices entail also at the level of architectural construction details.
The structural tables will be developed up to a rather advanced level of executive detail, to understand the construction and construction difficulties that inevitably affect the choices also at the architectural level.
Core Documentation
COURSE lessons by Progettazione Strutturale 2M (A-B) / Introduzione alla Progettazione Strutturale - Prof. Camillo Nuti, Davide LavoratoLINK: http://design.rootiers.it/labstrutture/
Quaderno aicap N.2
PROGETTO DI UN EDIFICIO IN C.A. CON E SENZA ISOLAMENTO SISMICO ALLA BASE
aicap - Associazione Italiana Calcestruzzo Armato e Precompresso
DETTAGLI COSTRUTTIVI di STRUTTURE in CALCESTRUZZO ARMATO
aicap - Associazione Italiana Calcestruzzo Armato e Precompresso
PROGETTAZIONE DI STRUTTURE IN CALCESTRUZZO ARMATO
GUIDA ALL’USO dell’EUROCODICE 2 con riferimento alle Norme Tecniche D.M. 14.1.2008
aicap - Associazione Italiana Calcestruzzo Armato e Precompresso
PROGETTAZIONE SISMICA DI EDIFICI IN CALCESTRUZZO ARMATO
GUIDA ALL’USO dell’EUROCODICE 2 con riferimento alle Norme Tecniche D.M. 14.1.2008
aicap - Associazione Italiana Calcestruzzo Armato e Precompresso
Dynamics of Structures (4th Edition) (Prentice-Hall International Series in Civil Engineering and Engineering Mechanics) 4th Edition
by Anil K. Chopra
Reference Bibliography
MINISTERO DELLE INFRASTRUTTURE E DEI TRASPORTI, DECRETO 17 gennaio 2018. Aggiornamento delle «Norme tecniche per le costruzioni». CIRCOLARE 21 gennaio 2019, n. 7 C.S.LL.PP. Istruzioni per l'applicazione dell'«Aggiornamento delle "Norme tecniche per le costruzioni"» di cui al decreto ministeriale 17 gennaio 2018. (19A00855) (GU Serie Generale n.35 del 11-02-2019 - Suppl. Ordinario n. 5) EN 1990 - Eurocode - Basis of structural design EN 1992-1 Eurocode 2: Design of concrete structures - Part 1-1: General rules and rules for buildings Fib – Model Code for Concrete Structures – 2010 Appunti del Corso di Costruzioni In Zona Sismica, 2012-13, Corso di Laurea in Ingegneria Civile, Prof. Ing. Camillo Nuti (On Line) Reports on the website: www.Associazioneaicap.comType of delivery of the course
The course includes theoretical and practical lessons, as well as the carrying out of a structure project. The theoretical lessons will essentially focus under design seismic actions in Italy and in Europe. Specific exercises will be assigned to deepen specific aspects. The project essentially takes its cue from that carried out by the students in the 2M architectural design laboratory. It provides for the development of the illustrative tables and the related report, including calculations. The project, developed independently by the students, usually in groups of two or three persons, will be reviewed weekly and discussed publicly in the classroom.Attendance
Attendance is required for at least 75% of the lessonsType of evaluation
Design and verification of a RC structure. Complete structural drawings. Technical report. Oral exam with theoretical questions and discussion of the project carried out during the course. The exam will be done electronically on the TEAMS platform with preliminary delivery, at least 24 hours before, of the tables and the project report, via Onedrive or Wetransfer teacher profile teaching materials
1.1. Elastic response of the structures
1.1.1. The simple oscillator (one degree of freedom)
- Free and forced oscillations with and without damping
- Seismic response of a simple oscillator: Duhamel Integral (equation and base parameters)
- Elastic Response Spectrum (acceleration, speed, displacement).
1.1.2. Elastic Structural Systems (Multi degrees of freedom, lamped masses)
- Free Oscillations
- Dynamic analysis of complex structures,
Simplified approaches
Elements of Modal Analysis
1.2. NON-LINEAR SEISMIC RESPONSE OF STRUCTURES
- Ductility of a rc (reinforced concrete) section (monotonic and cyclic loads)
- Plastic Hinge
- Simple oscillator with elastic-plastic behavior under seismic action.
- Nonlinear response spectra (design spectrum)
- Reduction factor for different types of structures: definition and methods of evaluation.
2. SEISMIC DESIGN CONSIDERING THE DUCTILITY OF RC STRUCTURES
- Structural modeling to evaluate the seismic response
- Italian and international code prescriptions (NTC and Eurocode n. 2 and n. 8).
- Ductility of Structural Systems in rc (frames, walls, mixed frame walls and torsional deformable)
- Design criteria for rc structures in seismic areas
- Examples of Seismic Design of rc Structures
- The project of shallow foundations
3. ELEMENTS OF CONSTRUCTION TECHNIQUE
- Mechanical characterization of materials (steel and concrete) and simplified approaches (NTC and Eurocode 2 and 8)
- ULS (ultimate limit states) Design and verification (Axial-bending, torsion and shear forces)
- SLS (serviceability limit states) Design and verification (flexion)
- ULS Design and verification (axial force and biaxial flexure)
- ULS Design and verification of shallow foundations
4. RC STRUCTURE DESIGN IN SEISMIC AREAS ACCORDING ITALIAN AND EUROCODE CODES (EC2, EC8)
4.1. RC SLAB DESIGN
- Types of slabs
- Code Standards
- Definition of the Slab Structural System,
floor texture
Floor Geometry definition (section, etc)
- Analysis and combinations of elementary loads
- floor model to determine the stresses (moment and shear)
- floor numerical modeling (sap2000)
- Design of floors (steel rebars configuration, concrete geometries)
- Construction Details
- Preparation of project drawings (Structural)
4.2. RC STRUCTURES DESIGN
- Description of the Seismic Action (seismic hazard) and design Response Spectrum
- Analysis and combinations of the Elementary loads
- Structural System Definition
- Technical Standards for Construction (Italian and Eurocodes n.2 and n.8 codes)
- Structures resistant to the seismic action:
3D structural model
numerical modeling structures (sap 2000)
- Stress on Structures - seismic design and static analysis according to the Italian and Eurocode n.2 and n.8 codes
- Definition of structural typologies and Behaviors
- Capacity design criteria
- Design of beams, slabs, plates, columns, stairs, walls and joint (steel rebars configuration, concrete geometries)
- Definition of the bearing capacity of the soil
- Design of shallow foundations
- Constructive Details
- Preparation of design drawings (Structural)
- Elements of Seismic upgrading of different Structural types
- Elements of Advanced Techniques of Seismic Protection
Books:
Quaderno aicap N.2
PROGETTO DI UN EDIFICIO IN C.A. CON E SENZA ISOLAMENTO SISMICO ALLA BASE
aicap - Associazione Italiana Calcestruzzo Armato e Precompresso
DETTAGLI COSTRUTTIVI di STRUTTURE in CALCESTRUZZO ARMATO
aicap - Associazione Italiana Calcestruzzo Armato e Precompresso
PROGETTAZIONE DI STRUTTURE IN CALCESTRUZZO ARMATO
GUIDA ALL’USO dell’EUROCODICE 2 con riferimento alle Norme Tecniche D.M. 14.1.2008
aicap - Associazione Italiana Calcestruzzo Armato e Precompresso
PROGETTAZIONE SISMICA DI EDIFICI IN CALCESTRUZZO ARMATO
GUIDA ALL’USO dell’EUROCODICE 2 con riferimento alle Norme Tecniche D.M. 14.1.2008
aicap - Associazione Italiana Calcestruzzo Armato e Precompresso
Programme
1. SEISMIC RESPONSE STRUCTURES1.1. Elastic response of the structures
1.1.1. The simple oscillator (one degree of freedom)
- Free and forced oscillations with and without damping
- Seismic response of a simple oscillator: Duhamel Integral (equation and base parameters)
- Elastic Response Spectrum (acceleration, speed, displacement).
1.1.2. Elastic Structural Systems (Multi degrees of freedom, lamped masses)
- Free Oscillations
- Dynamic analysis of complex structures,
Simplified approaches
Elements of Modal Analysis
1.2. NON-LINEAR SEISMIC RESPONSE OF STRUCTURES
- Ductility of a rc (reinforced concrete) section (monotonic and cyclic loads)
- Plastic Hinge
- Simple oscillator with elastic-plastic behavior under seismic action.
- Nonlinear response spectra (design spectrum)
- Reduction factor for different types of structures: definition and methods of evaluation.
2. SEISMIC DESIGN CONSIDERING THE DUCTILITY OF RC STRUCTURES
- Structural modeling to evaluate the seismic response
- Italian and international code prescriptions (NTC and Eurocode n. 2 and n. 8).
- Ductility of Structural Systems in rc (frames, walls, mixed frame walls and torsional deformable)
- Design criteria for rc structures in seismic areas
- Examples of Seismic Design of rc Structures
- The project of shallow foundations
3. ELEMENTS OF CONSTRUCTION TECHNIQUE
- Mechanical characterization of materials (steel and concrete) and simplified approaches (NTC and Eurocode 2 and 8)
- ULS (ultimate limit states) Design and verification (Axial-bending, torsion and shear forces)
- SLS (serviceability limit states) Design and verification (flexion)
- ULS Design and verification (axial force and biaxial flexure)
- ULS Design and verification of shallow foundations
4. RC STRUCTURE DESIGN IN SEISMIC AREAS ACCORDING ITALIAN AND EUROCODE CODES (EC2, EC8)
4.1. RC SLAB DESIGN
- Types of slabs
- Code Standards
- Definition of the Slab Structural System,
floor texture
Floor Geometry definition (section, etc)
- Analysis and combinations of elementary loads
- floor model to determine the stresses (moment and shear)
- floor numerical modeling (sap2000)
- Design of floors (steel rebars configuration, concrete geometries)
- Construction Details
- Preparation of project drawings (Structural)
4.2. RC STRUCTURES DESIGN
- Description of the Seismic Action (seismic hazard) and design Response Spectrum
- Analysis and combinations of the Elementary loads
- Structural System Definition
- Technical Standards for Construction (Italian and Eurocodes n.2 and n.8 codes)
- Structures resistant to the seismic action:
3D structural model
numerical modeling structures (sap 2000)
- Stress on Structures - seismic design and static analysis according to the Italian and Eurocode n.2 and n.8 codes
- Definition of structural typologies and Behaviors
- Capacity design criteria
- Design of beams, slabs, plates, columns, stairs, walls and joint (steel rebars configuration, concrete geometries)
- Definition of the bearing capacity of the soil
- Design of shallow foundations
- Constructive Details
- Preparation of design drawings (Structural)
- Elements of Seismic upgrading of different Structural types
- Elements of Advanced Techniques of Seismic Protection
Core Documentation
Course lecture notes on site (http://design.rootiers.it/labstrutture/) Progettazione Strutturale 2M (A-B) / Introduzione alla Progettazione Strutturale - Prof. Camillo Nuti, Davide Lavorato. The course lecture notes are also distributed by the professor.Books:
Quaderno aicap N.2
PROGETTO DI UN EDIFICIO IN C.A. CON E SENZA ISOLAMENTO SISMICO ALLA BASE
aicap - Associazione Italiana Calcestruzzo Armato e Precompresso
DETTAGLI COSTRUTTIVI di STRUTTURE in CALCESTRUZZO ARMATO
aicap - Associazione Italiana Calcestruzzo Armato e Precompresso
PROGETTAZIONE DI STRUTTURE IN CALCESTRUZZO ARMATO
GUIDA ALL’USO dell’EUROCODICE 2 con riferimento alle Norme Tecniche D.M. 14.1.2008
aicap - Associazione Italiana Calcestruzzo Armato e Precompresso
PROGETTAZIONE SISMICA DI EDIFICI IN CALCESTRUZZO ARMATO
GUIDA ALL’USO dell’EUROCODICE 2 con riferimento alle Norme Tecniche D.M. 14.1.2008
aicap - Associazione Italiana Calcestruzzo Armato e Precompresso
Reference Bibliography
Bibliography for further information: MINISTERO DELLE INFRASTRUTTURE E DEI TRASPORTI, DECRETO 17 gennaio 2018. Aggiornamento delle «Norme tecniche per le costruzioni». Supplemento ordinario alla “Gazzetta Ufficiale„ n. 42 del 20 febbraio 2018 - Serie generale. MINISTERO DELLE INFRASTRUTTURE E DEI TRASPORTI, CIRCOLARE n. 7 del 21 gennaio 2019, pubblicata in Gazzetta Ufficiale n. 35/2019, con oggetto: Istruzioni per l’applicazione dell’aggiornamento delle norme tecniche per le costruzioni di cui al decreto ministeriale 17 gennaio 2018. EN 1998-1:2004 Eurocode 8: Design of structures for earthquake resistance – Part 1: General rules, seismic actions and rules for buildings. CHOPRA, A. K. (1995). Dynamics of structures: theory and applications to earthquake engineering. Englewood Cliffs, N.J., Prentice Hall. PAULAY, T, PRIESTLEY, M.J.N. (1992) Seismic Design of Reinforced Concrete and Masonry Buildings, John Wiley and Sons, New York, USAType of delivery of the course
The course includes: - frontal lessons, - classroom exercises, - development of classroom projects (single or group work), - attend seminars and / or conferences organized as part of the course, - visit the research laboratory “Laboratorio Prove e Ricerca su Strutture e Materiali (PRiSMa)” of the Department of Architecture (Roma Tre University) where the experimental activities related to the course topics are described and shown. The course includes the analysis and in-depth study of the case studies analyzed in previous courses in architectural design. The teacher uses assistants for teaching support (exercises and development of classroom projects).Attendance
Attendance is required for at least 75% of the lessonsType of evaluation
Design and verification of a RC structure. Complete structural drawings. Technical report. Oral exam with theoretical questions and discussion of the project carried out during the course. Following the SARS-CoV-2 emergency, the exam will include: - the electronic submission of the files relating to the structural drawings and the technical report (all the documents necessary to carry out the project); The submission must take place at least 7 days before the exam date. - the exam includes an oral test with theoretical questions and discussion of the project carried out during the course. - the platform for carrying out the distance exams will be the official Teams platform already used by the students to follow the university courses