𝔖 Bobbio Scriptorium
✦   LIBER   ✦

NUMBER OF MODES FOR THE SEISMIC DESIGN OF BUILDINGS

✍ Scribed by LÓPEZ, O. A.; CRUZ, M.


Publisher
John Wiley and Sons
Year
1996
Tongue
English
Weight
870 KB
Volume
25
Category
Article
ISSN
0098-8847

No coin nor oath required. For personal study only.

✦ Synopsis


The effect of higher modes on the maximum response of buildings subjected to one horizontal component of earthquake ground motion is discussed with the objective of developing better design formulas for use in building design. Ideal buildings of different numbers of storeys and structural systems are defined ; their dynamic properties that define higher mode contribution are identified and are shown to be representative of real buildings. Design formulas that give the required number of modes to be used in a dynamic analysis are developed from parametric studies as a function of the admissible error, the number of storeys and the relation between the fundamental period and the corner spectrum period. The recommendations are simple to use and more rational and accurate than the ones actually in use in most seismic design codes.


📜 SIMILAR VOLUMES


Design criteria for the seismic rehabili
✍ Hart, Gary C. 📂 Article 📅 1996 🏛 John Wiley and Sons 🌐 English ⚖ 743 KB

A methodology was presented by the author in a previous paper for the development of design criteria for buildings. This methodology was based on the principles of structural reliability and structural dynamics. This paper illustrates how many elements of this methodology have been implemented and e

The ductility reduction factor in the se
✍ Lam, Nelson; Wilson, John; Hutchinson, Graham 📂 Article 📅 1998 🏛 John Wiley and Sons 🌐 English ⚖ 284 KB 👁 2 views

This paper presents new trends in the relationship between the ductility reduction factor and the ductility demand in the seismic design of buildings. A total of 4860 inelastic time-history analyses were carried out to study this relationship using 60 single-degree-of-freedom models excited by an en

Nonlinear procedures for seismic evaluat
✍ Whittaker, Andrew ;Constantinou, Michael ;Tsopelas, Panos 📂 Article 📅 1999 🏛 John Wiley and Sons 🌐 English ⚖ 138 KB 👁 1 views

New static and dynamic displacement-based procedures have been developed by the Federal Emergency Management Agency (FEMA) for the seismic evaluation and design of buildings. The static procedures calculate displacements in yielding buildings as the product of an elastic spectral displacement and co

Evolution of seismic building design pra
✍ Whittaker, Andrew ;Moehle, Jack ;Higashino, Masahiko 📂 Article 📅 1998 🏛 John Wiley and Sons 🌐 English ⚖ 806 KB

The widespread destruction of the built environment in the Kobe region as a result of the 1995 Hyogo-ken Nanbu earthquake was unexpected by many design professionals, academicians and researchers, both in Japan and the United States. Questions raised in the aftermath of the earthquake include: 'What

Determination of displacement limits for
✍ Ekwueme, Chukwuma G. 📂 Article 📅 1999 🏛 John Wiley and Sons 🌐 English ⚖ 242 KB 👁 1 views

As our understanding of the response of buildings to earthquakes improves, design codes in seismic regions around the world are changing to keep up with advances in the understanding of building performance. These changes demand the development of new analytical tools and procedures to satisfy the e