Language: English
Published by LAP LAMBERT Academic Publishing, 2023
ISBN 10: 6206159701 ISBN 13: 9786206159704
Seller: moluna, Greven, Germany
Condition: New.
Language: English
Published by LAP LAMBERT Academic Publishing, 2023
ISBN 10: 6206159493 ISBN 13: 9786206159490
Seller: Mispah books, Redhill, SURRE, United Kingdom
paperback. Condition: New. NEW. SHIPS FROM MULTIPLE LOCATIONS. book.
Language: English
Published by LAP LAMBERT Academic Publishing, 2023
ISBN 10: 6206159701 ISBN 13: 9786206159704
Seller: Mispah books, Redhill, SURRE, United Kingdom
paperback. Condition: New. NEW. SHIPS FROM MULTIPLE LOCATIONS. book.
Language: English
Published by LAP LAMBERT Academic Publishing Apr 2023, 2023
ISBN 10: 6206159701 ISBN 13: 9786206159704
Seller: BuchWeltWeit Ludwig Meier e.K., Bergisch Gladbach, Germany
Taschenbuch. Condition: Neu. This item is printed on demand - it takes 3-4 days longer - Neuware -The last decade or so has witnessed a clear trend toward 'performance-based' seismic design, which can be thought of as an explicit design for multiple limit states analyzing structures for various levels of earthquake intensity and checking some local and/or global criteria for each level has been a popular academic exercise for the last couple of decades, but the crucial development that occurred relatively recently was the recognition of the necessity for such procedures by a number of practicing engineers influential in code drafting. The main cause of the failure of multi-story multi-bay reinforced concrete frames during seismic motion is the soft story sway mechanism or column sway mechanism. The seismic inertia forces generated at its floor levels are transferred through the various beams and columns to the ground. The failure of a column can affect the stability of the whole building, but the failure of a beam causes a localized effect. 104 pp. Englisch.
Language: English
Published by LAP LAMBERT Academic Publishing Apr 2023, 2023
ISBN 10: 6206159493 ISBN 13: 9786206159490
Seller: BuchWeltWeit Ludwig Meier e.K., Bergisch Gladbach, Germany
Taschenbuch. Condition: Neu. This item is printed on demand - it takes 3-4 days longer - Neuware -Performance Based Seismic Analysis (PBSA) is the elastic methodology or is an approach to the analysis of any complexity of building under different ground motions. Performance-Based Seismic Analysis (PBSA) is the modern approach to earthquake-resistant design. A shear wall is a structural system composed of braced panels to counter the effects of lateral load acting on a structure. Performance-Based Analysis is widely recognized as an ideal method for use in the future practice of seismic analysis. The review of the study shows that a huge scope of research work is needed for the development of Performance-Based Seismic Analysis (PBSA) for a different types of structures. The finding shows the difference between the old and the new method of the PBSA. And what are the parameters which are changing as we introduce new PBSA methods. 108 pp. Englisch.
Language: English
Published by LAP LAMBERT Academic Publishing, 2023
ISBN 10: 6206159493 ISBN 13: 9786206159490
Seller: moluna, Greven, Germany
Condition: New. Dieser Artikel ist ein Print on Demand Artikel und wird nach Ihrer Bestellung fuer Sie gedruckt. Autor/Autorin: Shinde RekhaI am Prof. Rekha Shinde, B.E.(Civil) & M.E.(Structural Engineering), PhD. (Pursuing) Assistant Professor of Shri Vaishnav Vidyapeeth Vishwavidyalaya Indore (M.P.).Performance Based Seismic Analysis (PBSA) is the elast.
Language: English
Published by LAP LAMBERT Academic Publishing Apr 2023, 2023
ISBN 10: 6206159701 ISBN 13: 9786206159704
Seller: buchversandmimpf2000, Emtmannsberg, BAYE, Germany
Taschenbuch. Condition: Neu. This item is printed on demand - Print on Demand Titel. Neuware -The last decade or so has witnessed a clear trend toward 'performance-based' seismic design, which can be thought of as an explicit design for multiple limit states analyzing structures for various levels of earthquake intensity and checking some local and/or global criteria for each level has been a popular academic exercise for the last couple of decades, but the crucial development that occurred relatively recently was the recognition of the necessity for such procedures by a number of practicing engineers influential in code drafting. The main cause of the failure of multi-story multi-bay reinforced concrete frames during seismic motion is the soft story sway mechanism or column sway mechanism. The seismic inertia forces generated at its floor levels are transferred through the various beams and columns to the ground. The failure of a column can affect the stability of the whole building, but the failure of a beam causes a localized effect.VDM Verlag, Dudweiler Landstraße 99, 66123 Saarbrücken 104 pp. Englisch.
Language: English
Published by LAP LAMBERT Academic Publishing Apr 2023, 2023
ISBN 10: 6206159493 ISBN 13: 9786206159490
Seller: buchversandmimpf2000, Emtmannsberg, BAYE, Germany
Taschenbuch. Condition: Neu. This item is printed on demand - Print on Demand Titel. Neuware -Performance Based Seismic Analysis (PBSA) is the elastic methodology or is an approach to the analysis of any complexity of building under different ground motions. Performance-Based Seismic Analysis (PBSA) is the modern approach to earthquake-resistant design. A shear wall is a structural system composed of braced panels to counter the effects of lateral load acting on a structure. Performance-Based Analysis is widely recognized as an ideal method for use in the future practice of seismic analysis. The review of the study shows that a huge scope of research work is needed for the development of Performance-Based Seismic Analysis (PBSA) for a different types of structures. The finding shows the difference between the old and the new method of the PBSA. And what are the parameters which are changing as we introduce new PBSA methods.VDM Verlag, Dudweiler Landstraße 99, 66123 Saarbrücken 108 pp. Englisch.
Language: English
Published by LAP LAMBERT Academic Publishing, 2023
ISBN 10: 6206159701 ISBN 13: 9786206159704
Seller: AHA-BUCH GmbH, Einbeck, Germany
Taschenbuch. Condition: Neu. nach der Bestellung gedruckt Neuware - Printed after ordering - The last decade or so has witnessed a clear trend toward 'performance-based' seismic design, which can be thought of as an explicit design for multiple limit states analyzing structures for various levels of earthquake intensity and checking some local and/or global criteria for each level has been a popular academic exercise for the last couple of decades, but the crucial development that occurred relatively recently was the recognition of the necessity for such procedures by a number of practicing engineers influential in code drafting. The main cause of the failure of multi-story multi-bay reinforced concrete frames during seismic motion is the soft story sway mechanism or column sway mechanism. The seismic inertia forces generated at its floor levels are transferred through the various beams and columns to the ground. The failure of a column can affect the stability of the whole building, but the failure of a beam causes a localized effect.
Language: English
Published by LAP LAMBERT Academic Publishing, 2023
ISBN 10: 6206159493 ISBN 13: 9786206159490
Seller: AHA-BUCH GmbH, Einbeck, Germany
Taschenbuch. Condition: Neu. nach der Bestellung gedruckt Neuware - Printed after ordering - Performance Based Seismic Analysis (PBSA) is the elastic methodology or is an approach to the analysis of any complexity of building under different ground motions. Performance-Based Seismic Analysis (PBSA) is the modern approach to earthquake-resistant design. A shear wall is a structural system composed of braced panels to counter the effects of lateral load acting on a structure. Performance-Based Analysis is widely recognized as an ideal method for use in the future practice of seismic analysis. The review of the study shows that a huge scope of research work is needed for the development of Performance-Based Seismic Analysis (PBSA) for a different types of structures. The finding shows the difference between the old and the new method of the PBSA. And what are the parameters which are changing as we introduce new PBSA methods.