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Vibration Analysis of Frame Structure with Soil-Structure Interaction
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作者 Raft Mohammed Qasim 《Journal of Environmental Science and Engineering(B)》 2015年第5期262-281,共20页
A common design practice for dynamic loading assumes the frame fixed at their bases. In reality, the supporting soil medium allows movement to some extent due to its property to deform. This may decrease the overall s... A common design practice for dynamic loading assumes the frame fixed at their bases. In reality, the supporting soil medium allows movement to some extent due to its property to deform. This may decrease the overall stiffness of the structural system and may increase the natural period of the system. The effect of soil flexibility is suggested to be accounted through consideration of springs which have specified stiffness and soil half space. Results show that the dynamic response of frame structure to vibrations is due to applied dynamic load and is highly dependent on the soil type and the method of modeling soil structure interaction. The response of frame structure under dynamic load is higher in case of linear discrete independent spring as comparing with perfect bond cases. Except the response of frame in case of piles embedded in soft clay, half space are higher than frame with piles and linear elastic spring due to the interaction between the frequencies of applied load and frequencies of frame structure. Also, result showed that it is important to include the soil-structure interaction in the analysis of the system in order to correctly simulate the dynamic problem for controlling on the resonance phenomena. 展开更多
关键词 Soil structure interaction FLEXIBILITY PILE
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Evaluation of Current Design Practices on Estimation of Axial Capacity of Concrete Encased Steel Composite Stub Columns: A Review
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作者 Amiya Kumar Samanta Amit Paul 《Journal of Civil Engineering and Architecture》 2013年第9期1080-1091,共12页
This paper presents the design assessment of concrete encased I-sections composite column based approaches given in Eurocode, ACI Code, BS Code and AISC-LRFD. This study includes comparison of various design parameter... This paper presents the design assessment of concrete encased I-sections composite column based approaches given in Eurocode, ACI Code, BS Code and AISC-LRFD. This study includes comparison of various design parameters and evaluation of design strength based on the procedures predicted in the various codes of practices. A practical example has been assumed and calculation has been shown to evaluate their potentiality in understanding in predicting the potentiality of various procedures. The obtained results based on the methods varies widely, because of the different design considerations adopted by the different codes. As such, they have hardly considered the effect of confinement of the concrete due to the presence of longitudinal reinforcements as well as lateral ties. The study has attempted to throw light on critical review and their potentiality in assessing the strength of such concrete encased composite column under purely axial loads. 展开更多
关键词 Concrete encased structural steel composite column design philosophy.
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Taking Comprehensive Practice Activities as the Carrier to Improve College English Teaching Efficiency
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作者 Wang Chengdong 《International English Education Research》 2015年第3期35-37,共3页
The so-called comprehensive practice activities refer to that under teachers' guidance, students conduct independent comprehensive learning activities, and in activities, students can train practice ability, organica... The so-called comprehensive practice activities refer to that under teachers' guidance, students conduct independent comprehensive learning activities, and in activities, students can train practice ability, organically combining theory knowledge and practice knowledge together, in order to have a learning and practice effect. In current college English teaching, it exists module, single and dogmatic and a series of disadvantage trends, taking comprehensive practice activities as the carrier to improve college English teaching efficiency, which has a multiplier effect. This paper first analyzes the importance of comprehensive practical activities in college English teaching activities, and then it proposes a set of practicable activity strategies, hoping to play a valuable role. 展开更多
关键词 comprehensive practice activities college English teaching IMPORTANCE suggestions
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创建先进基层党组织 争做优秀共产党员
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作者 韩勇 《今日新疆》 2010年第12期5-7,共11页
自治区深入开展创先争优活动动员部署会议的主要任务是贯彻中央精神和自治区党委七届九次全委(扩大)会议要求,部署在全区基层党组织和党员中开展创先争优活动,推动学习实践科学发展观向深度和广度发展,动员全区各级党组织和广大党员立... 自治区深入开展创先争优活动动员部署会议的主要任务是贯彻中央精神和自治区党委七届九次全委(扩大)会议要求,部署在全区基层党组织和党员中开展创先争优活动,推动学习实践科学发展观向深度和广度发展,动员全区各级党组织和广大党员立即行动起来,迅速投入新疆跨越式发展和长治久安的伟大实践。 展开更多
关键词 基层党组织 创先 实践活动成果 政治责任感 上级党组织 先锋模范作用 战斗堡垒作用 领导干部 实践载
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Interval design point method for calculating the reliability of structural systems 被引量:2
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作者 NI Zao QIU ZhiPing 《Science China(Physics,Mechanics & Astronomy)》 SCIE EI CAS 2013年第11期2151-2161,共11页
The evaluation of reliability for structural system is important in engineering practices.In this paper,by combining the design point method,JC method,interval analysis theory,and increment load method,we propose a ne... The evaluation of reliability for structural system is important in engineering practices.In this paper,by combining the design point method,JC method,interval analysis theory,and increment load method,we propose a new interval design point method for the reliability of structural systems in which the distribution parameters of random variables are described as interval variables.The proposed method may provide exact probabilistic interval reliability of structures whose random variables can have either a normal or abnormal distribution form.At last,we show the feasibility of the proposed approach through a typical example. 展开更多
关键词 PROBABILITY design point method interval analysis probabilistic interval reliability parameters UNCERTAINTY
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