Erhältlich:
Nicht auf Lager
Buch (Softcover): Fachbuch
Applied Earthquake Engineering
Unsere-Artikel-Nr.: P35066044
EAN: 9798991163514
Erhältlich:
Nicht auf Lager
Zustellung: Fr, 09.10.2026
Versand: Kostenlos
CHF 77.–
Beschreibung
This book aims to provide a comprehensive understanding of the application of earthquake engineering, focusing on determining lateral seismic loads based on modal vibration theory and relevant codes (ASCE7-22). It is designed to serve as both a textbook for graduate and undergraduate courses in earthquake engineering and a resource for self-study. The course content is organized into eight chapters: seven based on theoretical foundations and one focused on code applications. In high seismic zones, this subject is in great demand. From my time as a student searching for the ideal earthquake engineering book to my current experience teaching the course, I have found no text that fully satisfies the way that I thought might be the best way to transfer this course to students. Multiple earthquakes loading cycles will be applied with an intensity that might drive the structure to a nonlinear range of response. Earthquake nonlinear analysis is beyond the scope of this textbook. The book is divided into four main parts: Part One (Chapters 1 to 3): Preparation for modal and time history analysis and reviews: Degrees of freedom and stiffness (two- and three-dimensional frames and continuous structures). Mass, mass moment of inertia, and mass of continuous structures. Damping and influence matrix (two- and three-dimensional frames). Part Two (Chapter 4): Determining structure physical properties such as natural frequencies and mode shapes. Part Three (Chapters 5 to 7): Is covering: Response history analysis (RHA) for two- and three-dimensional frame structures. Response spectrum analysis (RSA) for two- and three-dimensional frame structures. ASCE7-22 design response spectrum. Modal response combinations. Part Four (Chapter 8): Is code-based Application. Equivalent static lateral force based on ASCE7-22.