武汉工程大学文献检索课综合实习报告检索课题（中英文）高层建筑岩土工程勘察Investigation of geotechnical engineering of tall buildings姓名梅英杰学号 1201100519系（院）资源与土木工程学院专业土木工程总成绩班级（文献检索课）建筑工程05班试题一：根据所学专业，结合自己的兴趣，自己拟定检索课题，课题必须包含主题词和副主题词，就同一个课题，按下列要求进行检索（注意定题不要太大，应该具体，一般应包含两个以上的关键词。
如：工业设计的艺术性研究；路桥工程建设的预决算等）：1、检索课题（中文名称）高层建筑岩土工程勘察（英文名称）Investigation of geotechnical engineering of tall buildings2、检索词：关键词1：（中文）高层建筑（英文）high-rise building关键词2：（中文）岩土工程勘察（英文）Geotechnical engineering investigation3、检索过程：分别写出篇名、作者、文献来源（期刊指刊名、年、卷期；专利指专利号；学位论文指授予单位，标准指标准号等文摘形式）及摘要（不要原文），所有数据库均检索近五年的文献。
中文期刊（找5篇）：※以下数据来自：万方数据库▲1篇名：高层建筑岩土工程勘察的分析与评价作者：文献来源： 2011年第5期摘要：论文结合实际工程分析评价了高层建筑岩土工程勘察,提出高层建筑岩土工程勘察模式和技术方法意见。
▲2篇名：高层建筑岩土工程勘察关键点分析作者：文献来源：2014年第25期摘要：高层建筑岩土工程勘察按其工程特点作了一些专门要求。
这些要求可归纳为：对勘探点的平面布置、深度与取样等的要求；对发挥原位测试技术的要求；对室内试验的要求；岩土工程分析上的一些特殊要求等。
本文主要探讨高层建筑岩土工程勘察工作及评价分析。
▲3.篇名：高层建筑岩土工程勘察中的钻孔问题及其评价文献来源： 2014年第8期摘要：高层建筑的特点是荷载大，基础埋深大，且一般基础宽度大，多用桩基。
这些特点决定了勘察工作量大，内容广，要求提供的参数杂，岩土工程评价面广且要有深度。
▲4．篇名：高层建筑岩土工程勘察技术探讨文献来源：2014年第22期摘要：岩土工程勘察是高层建筑建设施工的基础性工作，由于高层建筑荷载大、基础埋深与宽度较大，对岩土工程勘察工作提出了极高的要求。
本文对高层建筑岩土勘察技术要点进行了简要分析，并提出了相应的思路和方法，以供参考。
▲5.篇名：关于高层建筑岩土工程勘察的探讨文献来源： 2012年第11期摘要：本文从高层建筑岩土工程勘察的基本要求和工作内容入手，详细的剖析了加强高层建筑岩土工程勘察的措施。
外文期刊（找3篇）：说明使用的数据库※以下数据来自：springer▲1.篇名：Extended consecutive modal pushover procedure for estimating seismic responses of one-way asymmetric plan tall buildings considering soil-structure interaction作者： Mohammad Hadikhan Tehrani, Faramarz Khoshnoudian文献来源：Earthquake Engineering and Engineering Vibration摘要：Performance based design becomes an effective method for estimating seismic demands of buildings. In asymmetric plan tall building the effects of higher modes and torsion are crucial. The consecutive modal pushover (CMP) procedure is one of the procedures that consider these effects. Also in previous studies the influence of soil-structure interaction (SSI) in pushover analysis is ignored. In this paper the CMP procedure is modified for one-way asymmetric plan mid and high-rise buildings considering SSI. The extended CMP (ECMP) procedure is proposed in order to overcome some limitations of the CMP procedure. In this regard, 10, 15 and 20 story buildings with asymmetric plan are studied considering SSI assuming three different soil conditions. Using nonlinear response history analysis under a set of bidirectional ground motion; the exact responses of these buildings are calculated. Then the ECMP procedure is evaluated by comparing the results of this procedure with nonlinear time history results as an exact solution as well as the modal pushover analysis procedure and FEMA 356 load patterns. The results demonstrate the accuracy of the ECMP procedure.▲2.篇名：Challenges Posed by Tall Buildings to Indian Codes文献出处：Advances in Structural Engineering2015, pp 2197-2207摘要：What should be the criteria for limiting height of a building in a given location in the country? Who should specify that limit? Height limitations can be imposed by the local authorities based on the availability of services or heritage considerations, or by the codes based on technical considerations. It is the earthquake loading code that specifies different types of structural systems appropriate under different seismic zones and for various heights. But Indian Standard (IS):1893 does not restrict the height of any building except prohibiting ordinary shear wall frames in seismic zones IV and V. The American Society for Civil Engineers (ASCE) 7 code specifies seismic design category based on its risk category and the severity of the design earthquake ground motion at the site under consideration and restricts certain types of structural systems and their heights. In India, there appears to be no rules or restrictions for developing the plan or a structural system for a tall building. Plans with numerous reentrant corners and offsets are being used. Flat slabs are also being used with and without shear walls. Normal weight bricks are being extensively used for walls without any anchorage. Besides, IS:13920 specifies same level of detailingfor ductility for all buildings irrespective of the seismic zone and type of building. There are no guidelines for employing energy dissipating devices and base isolation. It is concluded that there is a need to update the code provisions in IS:456, IS:875, IS:1893 and IS:13920 on an urgent basis.学位论文（找1篇）：※以下数据来自：清华数据库▲1.篇名：岩土工程勘察数字化技术与实现作者：梁师俊学位授予单位：浙江工业大学分类号：TU195指导老师：丁伯阳摘要：岩土工程地质勘察是工程设计的先决条件，但传统的岩土工程地质勘察资料一般都局限于二维、静态的表达，这种表达描述场地地质空间构造起伏变化的直观性差，不能充分揭示场地地质空间变化的规律，难以使人们直接、准确、完整的理解和感受场地土的物理力学性质变化情况，也越来越不能满足岩土工程的空间分析要求，因此不能很好的服务于工程设计。