Producto añadido correctamente al carrito

Cantidad
Total
Continuar comprando

Realizar pago

Ingeniería Ingles

Suscribete a nuestro newsletter

Nuevo An Impulse and Earthquake Energy Balance Approach in Nonlinear Structural Dynamics. Tapa dura Ver más grande

An Impulse and Earthquake Energy Balance Approach in Nonlinear Structural Dynamics. Tapa dura

Nuevo

Autor: Izuru Takewaki y Kotaro Kojima
Editorial: CRC Press
Edición: Primera, 2021
Formato: Libro
Tapa dura
332 páginas
Peso: 0,77 Kg
ISBN: 9780367681401

Más detalles


COP$ 540.000

Ficha técnica

ISBN9780367681401
EdiciónPrimera
AutoresIzuru Takewaki y Kotaro Kojima
EditorialCRC Press
FormatoImpreso
Peso0.77 kilos
Páginas332
Año2021

Más

Costos de importación incluidos en el precio

Se despachará desde nuestras instalaciones entre 1 y 1.5 meses después de la compra. Lo recibirás entre 1 y 5 días hábiles después del envío.

Reseña. 

Problems in nonlinear structural dynamics and critical excitation with elastic-plastic structures are typically addressed using time-history response analysis, which requires multiple repetitions and advanced computing. This alternative approach transforms ground motion into impulses and takes an energy balance approach.

This book is accessible to undergraduates, being based on the energy balance law and the concepts of kinetic and strain energies, and it can be used by practitioners for building and structural design. This presentation starts with simple models that explain the essential features and extends in a step-by-step manner to more complicated models and phenomena.

Contenido.

1 Introduction

2 Critical earthquake response of an elastic–perfectly plastic SDOF model under double impulse as a representative of near-fault ground motions

3 Critical earthquake response of an elastic–perfectly plastic SDOF model under triple impulse as a representative of near-fault ground motions

4 Critical input and response of an elastic–perfectly plastic SDOF model under multi-impulse as a representative of long-duration earthquake ground motions

5 Critical earthquake response of an elastic–perfectly plastic SDOF model with viscous damping under double impulse

6 Critical steady-state response of a bilinear hysteretic SDOF model under multi-impulse

7 Critical earthquake response of an elastic–perfectly plastic SDOF model on compliant ground under double impulse

8 Closed-form dynamic collapse criterion for a bilinear hysteretic SDOF model under near-fault ground motions

9 Closed-form overturning limit of a rigid block as a SDOF model under near-fault ground motions

10 Critical earthquake response of a 2DOF elastic–perfectly plastic model under double impulse

11 Optimal viscous damper placement for an elastic–perfectly plastic MDOF building model under critical double impulse

12 Future directions