Structural Dynamics in Earthquake and Blast Resistant Design
Seiten
2020
Crc Press Inc (Verlag)
978-0-8153-7018-5 (ISBN)
Crc Press Inc (Verlag)
978-0-8153-7018-5 (ISBN)
Focussing on structural dynamics required for earthquake resistant design, the book describes equations of motion, vibrations of systems and other related factors including responses of a multistory building subjected to earthquake ground motion.
Focusing on the fundamentals of structural dynamics required for earthquake blast resistant design, Structural Dynamics in Earthquake and Blast Resistant Design initiates a new approach of blending a little theory with a little practical design in order to bridge this unfriendly gap, thus making the book more structural engineer-friendly. This is attempted by introducing the equations of motion followed by free and forced vibrations of SDF and MDF systems, D’Alembert’s principle, Duhammel’s integral, relevant impulse, pulse and sinusoidal inputs, and, most importantly, support motion and triangular pulse input required in earthquake and blast resistant designs, respectively. Responses of multistorey buildings subjected to earthquake ground motion by a well-known mode superposition technique are explained. Examples of real-size structures as they are being designed and constructed using the popular ETABS and STAAD are shown. Problems encountered in such designs while following the relevant codes of practice like IS 1893 2016 due to architectural constraints are highlighted. A very difficult constraint is in avoiding torsional modes in fundamental and first three modes, the inability to get enough mass participation, and several others. In blast resistant design the constraint is to model the blast effects on basement storeys (below ground level). The problem is in obtaining the attenuation due to the soil. Examples of inelastic hysteretic systems where top soft storey plays an important role in expending the input energy, provided it is not below a stiffer storey (as also required by IS 1893 2016), and inelastic torsional response of structures asymmetric in plan are illustrated in great detail. In both cases the concept of ductility is explained in detail. Results of response spectrum analyses of tall buildings asymmetric in plan constructed in Bengaluru using ETABS are mentioned. Application of capacity spectrum is explained and illustrated using ETABS for a tall building. Research output of retrofitting techniques is mentioned. Response spectrum analysis using PYTHON is illustrated with the hope that it could be a less expensive approach as it is an open source code. A new approach of creating a fictitious (imaginary) boundary to obtain blast loads on below-ground structures devised by the author is presented with an example.
Aimed at senior undergraduates and graduates in civil engineering, earthquake engineering and structural engineering, this book:
Explains in a simple manner the fundamentals of structural dynamics pertaining to earthquake and blast resistant design
Illustrates seismic resistant designs such as ductile design philosophy and limit state design with the use of capacity spectrum
Discusses frequency domain analysis and Laplace transform approach in detail
Explains solutions of building frames using software like ETABS and STAAD
Covers numerical simulation using a well-known open source tool PYTHON
Focusing on the fundamentals of structural dynamics required for earthquake blast resistant design, Structural Dynamics in Earthquake and Blast Resistant Design initiates a new approach of blending a little theory with a little practical design in order to bridge this unfriendly gap, thus making the book more structural engineer-friendly. This is attempted by introducing the equations of motion followed by free and forced vibrations of SDF and MDF systems, D’Alembert’s principle, Duhammel’s integral, relevant impulse, pulse and sinusoidal inputs, and, most importantly, support motion and triangular pulse input required in earthquake and blast resistant designs, respectively. Responses of multistorey buildings subjected to earthquake ground motion by a well-known mode superposition technique are explained. Examples of real-size structures as they are being designed and constructed using the popular ETABS and STAAD are shown. Problems encountered in such designs while following the relevant codes of practice like IS 1893 2016 due to architectural constraints are highlighted. A very difficult constraint is in avoiding torsional modes in fundamental and first three modes, the inability to get enough mass participation, and several others. In blast resistant design the constraint is to model the blast effects on basement storeys (below ground level). The problem is in obtaining the attenuation due to the soil. Examples of inelastic hysteretic systems where top soft storey plays an important role in expending the input energy, provided it is not below a stiffer storey (as also required by IS 1893 2016), and inelastic torsional response of structures asymmetric in plan are illustrated in great detail. In both cases the concept of ductility is explained in detail. Results of response spectrum analyses of tall buildings asymmetric in plan constructed in Bengaluru using ETABS are mentioned. Application of capacity spectrum is explained and illustrated using ETABS for a tall building. Research output of retrofitting techniques is mentioned. Response spectrum analysis using PYTHON is illustrated with the hope that it could be a less expensive approach as it is an open source code. A new approach of creating a fictitious (imaginary) boundary to obtain blast loads on below-ground structures devised by the author is presented with an example.
Aimed at senior undergraduates and graduates in civil engineering, earthquake engineering and structural engineering, this book:
Explains in a simple manner the fundamentals of structural dynamics pertaining to earthquake and blast resistant design
Illustrates seismic resistant designs such as ductile design philosophy and limit state design with the use of capacity spectrum
Discusses frequency domain analysis and Laplace transform approach in detail
Explains solutions of building frames using software like ETABS and STAAD
Covers numerical simulation using a well-known open source tool PYTHON
B.K. Raghu Prasad retired as a professor from Civil Engineering deparetment of Indian Academy of Sciences, Bangalore, India and his areas of research are fracture mechanics of concrete, structural dynamics, earthquake resistant design, finite element and boundary element methods. He has more than 60 research papers to his credit and he has supervised more than 25 students for thier Ph.D degrees.
1. Introduction. 2. Single Degree of Freedom Systems(S.D.F Systems). 3. Two Degree of Freedom System. 4. Force Transmitted to the Support. 5. Duhamel’s Integral. 6. Modal Analysis. 7. Earthquake Resistant Design. 8. Inelastic Vibration Absorber Subjected to Earthquake Ground Motion. 9. Inelastic Torsional Response of a Single-Storeyed Framed Structure-Two Degree-of-Freedom System. 10. Inelastic Torsional Response of a Single-Storeyed Framed Structure-Three Degrees-of-Freedom System. 11. Earthquake Resistant Design as per IS 1893:2016. 12. Miscellaneous Aspects.
| Erscheinungsdatum | 08.07.2020 |
|---|---|
| Zusatzinfo | 39 Tables, black and white; 219 Illustrations, black and white |
| Verlagsort | Bosa Roca |
| Sprache | englisch |
| Maße | 156 x 234 mm |
| Gewicht | 603 g |
| Themenwelt | Technik ► Bauwesen |
| ISBN-10 | 0-8153-7018-0 / 0815370180 |
| ISBN-13 | 978-0-8153-7018-5 / 9780815370185 |
| Zustand | Neuware |
| Informationen gemäß Produktsicherheitsverordnung (GPSR) | |
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