Empirical Evaluation of Soil-Structure Interaction Effects

土-结构相互作用效应的实证评价

• 批准号: 9733113
• 负责人: Jonathan Stewart
• 金额: $ 23.13万
• 依托单位: University of California-Los Angeles
• 依托单位国家: 美国
• 项目类别: Continuing Grant
• 财政年份: 1998
• 资助国家: 美国
• 起止时间: 1998-05-01 至 2004-06-30
• 项目状态: 已结题
• 来源: https://www.nsf.gov/awardsearch/showAward?AWD_ID=9733113&HistoricalAwards=false
• 关键词: Empirical; Evaluation; Soil; Structure; Interaction

Author: Clifford Astill [e-mail] at NOTE Date: 3/22/98 6:21 PM Priority: Normal TO: acoles at nsf18 Subject: Abstract: CMS-9733113, Jonathan Stewart, UCLA ------------------------------- Message Contents ----------------- -------------- Abstract: CMS-9733113, Jonathan Stewart, UCLA Recent improvements in seismological source modeling, in the analysis of travel path effects, and in the characterization of local site effects on strong ground shaking, have led to significant advances in both code-based and more advanced procedures for evaluating earthquake ground motions. Concurrently, seismic structural design practice is evolving towards consideration of performance-based criteria, which provide more reliable representations of structural behavior during earthquakes. A missing link, however, is empirically verified design procedures for assessing the effects of soil-structure interaction (SSI) on both the strong motions transmitted to structures and the structural response to these motions. Fortuitously, a significant amount of strong motion data has become available over the last decade which affords the opportunity to obtain this empirical verification. This is the objective of this CAREER project. The research component of this project utilizes strong motion data in system identification analyses to evaluate the effects of inertial and kinematic interaction on the seismic response of buildings through more fundamental representations of SSI; namely impedance and transfer functions. These empirical results are compiled from analyses of data having suitable combinations of structural and free-field strong motion recordings. Empirical results derived from strong motion data are combined with data from forced vibration testing of structures and results of numerical analyses to develop a framework for understanding the factors influencing impedance and transfer functions. These results will elucidate several important sources o f uncertainty in SSI analysis procedures, such as the modeling of non-uniform site conditions, and the effects of foundation embedment and/or deep foundation elements (i.e. piles and piers) on foundation performance. The educational component of this project seeks to improve the teaching of earthquake engineering at UCLA, to enhance knowledge transfer to practicing engineers, and to encourage pre-college students to pursue careers in science and technology. The teaching of earthquake- and geotechnical-engineering at UCLA is improved at the undergraduate and graduate levels through curriculum reform (including the addition of new courses), and the utilization of an instructional style which blends fundamental theory with "field" data and practical design problems. Knowledge transfer to practicing engineers is facilitated through continuing education workshops and service on professional committees. Outreach to pre-college students consists of lectures and demonstrations in local middle- and high-school science classes. The research plan compliments these educational objectives by providing "field" data that can be utilized in classroom instruction. These unified educational and research plans reflect the philosophy that research and teaching of complex seismic and geotechnical phenomena must blend sound physical principles with well documented field performance data in order to gain insight into a problem. +=+=+=+=+=+=+=+=+=+=+=+=+=+=+=+=+=+=+=+=+=+=+=+=+=+=+=+=+=+=+=+=+= + Clifford J. Astill Ph:703-306-1362 Fax:[phone] [e-mail] Nat'l Science Fdn 4201 Wilson Blvd., Rm545 Arlington, VA 22230 www.eng.nsf.gov/cms/castill.htm

作者：Clifford Astill [e-mail]注意日期： 1998年3月22日下午6：21优先级：正常至：acoles at nsf 18主题：摘要：CMS-9733113，Jonathan Stewart，UCLA -摘要：CMS-9733113，Jonathan Stewart，UCLA 最近的改进，在地震震源模拟，在分析的传播路径的影响，并在当地的场地对强地面震动的影响的特性，导致显着的进步，在代码为基础的和更先进的程序来评估地震地面运动。 同时，抗震结构设计实践正在朝着考虑基于性能的标准发展，这提供了更可靠的地震期间的结构行为的表示。然而，一个缺失的环节是经验验证的设计程序，用于评估土-结构相互作用（SSI）对传递到结构的强烈运动和对这些运动的结构响应的影响。 幸运的是，在过去的十年中，大量的强震数据已经成为可用的，这提供了获得这种经验验证的机会。 这就是这个职业项目的目标。 该项目的研究部分利用系统识别分析中的强震数据，通过SSI的更基本的表示，即阻抗和传递函数，评估惯性和运动相互作用对建筑物地震反应的影响。这些经验结果是从具有结构和自由场强运动记录的适当组合的数据分析中汇编的。强震动数据的经验结果与强迫振动测试的结构和数值分析结果的数据相结合，以开发一个框架，了解影响阻抗和传递函数的因素。这些结果将阐明SSI分析程序中不确定性的几个重要来源，例如非均匀场地条件的建模，以及基础埋置和/或深基础元件（即桩和墩）对基础性能的影响。 该项目的教育部分旨在改善加州大学洛杉矶分校的地震工程教学，加强对实践工程师的知识转移，并鼓励大学预科学生从事科学和技术职业。通过课程改革（包括增加新课程）和采用将基础理论与“现场”数据和实际设计问题相结合的教学风格，加州大学洛杉矶分校的地震和岩土工程教学在本科生和研究生阶段得到了改进。 通过继续教育讲习班和专业委员会的服务，促进了向执业工程师的知识转移。 对大学预科学生的宣传包括在当地初中和高中科学课上的讲座和演示。研究计划通过提供可用于课堂教学的“实地”数据来实现这些教育目标。 这些统一的教育和研究计划反映了这样一种理念，即复杂的地震和岩土工程现象的研究和教学必须将合理的物理原理与有据可查的现场性能数据相结合，以便深入了解问题。 +=+=+==+==+= [e-mail] 4201 Wilson Blvd.，RM545 弗吉尼亚州阿灵顿，邮编22230 www.eng.nsf.gov/cms/castill.htm