A METHOD TO EVALUATE SEISMIC DEMANDS OF LOW-RISE RC BUILDINGS
Publish place: 3rd International Conference on Concrete and Development
Publish Year: 1388
Type: Conference paper
Language: English
View: 2,246
This Paper With 11 Page And PDF Format Ready To Download
- Certificate
- I'm the author of the paper
Export:
Document National Code:
ICCD03_045
Index date: 11 October 2008
A METHOD TO EVALUATE SEISMIC DEMANDS OF LOW-RISE RC BUILDINGS abstract
A new methodology for design of low-rise RC building structures is proposed. This methodology uses base shear strength as the sole variable in the estimation of the maximum displacement demand. The formulation is applicable to ‘asymmetric’ ground motions exhibiting a large difference between the peak accelerations in opposite directions of motion, which result in larger inelastic displacement than symmetric ground motions. Conventional methods such as The Capacity Spectrum Method do not yield adequate results for such ‘asymmetric’ ground motions. The proposed method is effective if the period at the yield strength is smaller than 0.5 s,
the base shear coefficient of the building is smaller than 0.4, and the ground motion is strong (PGA > 0.5g and PGV > 0.5 m/s).
A METHOD TO EVALUATE SEISMIC DEMANDS OF LOW-RISE RC BUILDINGS Keywords:
A METHOD TO EVALUATE SEISMIC DEMANDS OF LOW-RISE RC BUILDINGS authors
Nanako Marubashi
Assistant Professor, Yamaguchi University, Yamaguchi,
Santiago Pujol
Assistant Professor, Purdue University, West Lafayette, Indiana
Toshikasu Ichinose
Professor, Nagoya Institute of Technology, Nagoya
Mogens P. Nielsen
Emeritus Professor, Technical University of Denmark, Bygning
مراجع و منابع این Paper:
لیست زیر مراجع و منابع استفاده شده در این Paper را نمایش می دهد. این مراجع به صورت کاملا ماشینی و بر اساس هوش مصنوعی استخراج شده اند و لذا ممکن است دارای اشکالاتی باشند که به مرور زمان دقت استخراج این محتوا افزایش می یابد. مراجعی که مقالات مربوط به آنها در سیویلیکا نمایه شده و پیدا شده اند، به خود Paper لینک شده اند :