Characterization of Site Amplification by a Parametric Study-Reference-Cited by-同舟云学术

登录注册会员服务联系我们

Characterization of Site Amplification by a Parametric Study

Published:2023-11-06 Issue: Volume: Page:1-24
ISSN:1363-2469
Container-title:Journal of Earthquake Engineering
language:en
Short-container-title:Journal of Earthquake Engineering

Author:

Fercan N. Özge¹^ORCID,Şafak Erdal²,Ansal Atilla³

Affiliation:

1. Civil Engineering Department, Istanbul Kültür University, Istanbul, Turkey

2. Earthquake Engineering Department, Boğaziçi University, Kandilli Observatory and Earthquake Research Institute, Istanbul, Turkey

3. Civil Engineering Department, Özyeğin University, Istanbul, Turkey

Publisher

Informa UK Limited

Subject

Safety, Risk, Reliability and Quality

Link

https://www.tandfonline.com/doi/pdf/10.1080/13632469.2023.2277833

Reference34 articles.

1. Nonlinear soil effects on observed and simulated response spectra

2. Atakan, K. 1995. “A Review of the Type of Data and the Techniques Used in Empirical Estimation of Local Site Response.” In Proceedings of the 5th International Conference on Seismic Zonation, Vol. II, 1451–1460. Nice, France.

3. Estimating s(30) (or NEHRP Site Classes) from Shallow Velocity Models (Depths < 30 m)

4. BSSC (Building Seismic Safety Council). 1997. NEHRP Recommended Provisions for Seismic Regulations for New Buildings and Other Structures Part 1: Provisions (FEMA 302). Washington, D.C: BSSC.

5. Cadet, H., P. Y. Bard, and A. M. Duval. 2008. “A New Proposal for Site Classification Based on Ambient Vibration Measurements and the KiK-Net Strong Motion Data Set.” In Proceedings of the 14th World Conference on Earthquake Engineering, Beijing, China. Paper no: 03-01-0036.

同舟云学术

1.学者识别学者识别

2.学术分析学术分析

3.人才评估人才评估

"同舟云学术"是以全球学者为主线，采集、加工和组织学术论文而形成的新型学术文献查询和分析系统，可以对全球学者进行文献检索和人才价值评估。用户可以通过关注某些学科领域的顶尖人物而持续追踪该领域的学科进展和研究前沿。经过近期的数据扩容，当前同舟云学术共收录了国内外主流学术期刊6万余种，收集的期刊论文及会议论文总量共计约1.5亿篇，并以每天添加12000余篇中外论文的速度递增。我们也可以为用户提供个性化、定制化的学者数据。欢迎来电咨询！咨询电话：010-8811{复制后删除}0370

www.globalauthorid.com

TOP