JOURNAL BROWSE
Search
Advanced SearchSearch Tips
Comparative Study on the Quantity Economic Analysis of Apartment Frames Using SDS Result of Dynamic Centrifuge Test at Pile Foundation
facebook(new window)  Pirnt(new window) E-mail(new window) Excel Download
 Title & Authors
Comparative Study on the Quantity Economic Analysis of Apartment Frames Using SDS Result of Dynamic Centrifuge Test at Pile Foundation
Kim, Sang-Yeon; Park, Jong-Bae; Park, Yong-Boo;
  PDF(new window)
 Abstract
Site coefficient and amplification factor of current domestic Seismic Design Code based on American Seismic Code, have no consideration for the domestic ground condition in which the base rock is normally placed within 30m form the surface. By previous studies, the measured spectral acceleration of the result of dynamic centrifugal test and analysis was smaller than the design spectral acceleration for the period over 1.5 sec. Accordingly, in this study structural analysis and design using dynamic centrifugal test result for pile foundation were achieved, and the quantity of concrete and reinforcement of wall frame was compared with each other. Comparison results of cost using KBC the design spectral acceleration of SC, SD site and SDS, the quantity of reinforcement using SDS for SD site was 17~23% smaller than using the design code SD site.
 Keywords
Pile Foundation;Dynamic Test;Site Coefficient;Design Spectral Acceleration;Cost Compare;
 Language
Korean
 Cited by
 References
1.
김상연, 박종배, 박용부, 김동수(2014), "동적 원심모형실험에 의한 점성토에 근입된 말뚝기초의 응답스펙트럼 분석", LHI Journal, 5(2): 115-120.

2.
대한건축학회(2009), 건축구조설계기준 (KBC-2009), 국토해양부.

3.
박용부, 박종배, 김상연, 김동수(2014), "동적 원심모형실험에 의한 사질토에 근입된 말뚝기초의 응답스펙트럼 분석", LHI Journal, 5(1): 35-40.

4.
토지주택연구원(2013), 지반-말뚝의 상호거동을 고려한 건축구조물의 내진설계합리화 연구