Seismic frame design via inverse mode design of frame-ground systems     

Izuru Takewaki  Tsuneyoshi Nakamura  Kitae Hirayama 《Soil Dynamics and Earthquake Engineering》1998,17(3):153-163

A two-step stiffness design procedure is developed for a moment-resisting planar frame supported by a prescribed two-dimensional finite-element ground-pile system. In the first step, a hybrid inverse eigenmode problem is formulated and its solution is derived in an analytical form. A difficulty resulting from the existence of multiple interface nodes is overcome by incorporating a deformation constraint into a set of linear equations for finding the lowest-mode displacements at the interface nodes and in the ground. In the second step, the fundamental natural frequency of the combined system and the lowest mode-strain ratios in the frame specified in the first step are regarded as the parameters for adjusting the mean peak seismic member-end strains to their specified values. If the fundamental natural frequency of the frame with a fixed-base happens to be close to that of the ground, a difficulty arises in the two-step stiffness design procedure because of an irregular response amplification and of the non-predominance of the lowest-mode components. A new practical design procedure of rapid convergence is proposed such that an initial design is found for a stiff ground and that a sequence of stiffness designs is generated with respect to a ground stiffness parameter without any differential coefficient of series expansion. The accuracy of the model utilized in this paper and the validity of the present stiffness design procedure are verified through time-history response analysis.  相似文献   

滨海城市环境工程地质问题的成因系统分析   总被引：3，自引：1，他引：2  

李相然 《工程地质学报》1998,6(3):193-198

滨海城市是我国经济最发达的地区,近年来经济与城市建设均得到迅速发展,城市土地开发力度加大,由此引起的环境工程地质问题也日趋严重。本文分析了我国滨海城市环境工程地质问题的主要类型,对环境工程地质问题的成因系统进行了研究。  相似文献   

The journal Communications in Numerical Methods in Engineering with Biomedical Applications becomes the International Journal for Numerical Methods in Biomedical Engineering (IJNMBE) from 1st January 2010     

Perumal Nithiarasu  Rainald Löhner 《国际地质力学数值与分析法杂志》2009,33(16):1769-1770

Communications in Numerical Methods in Engineering, founded by Roland W. Lewis in 1985, will change its title to the ‘International Journal for Numerical Methods in Biomedical Engineering’ and has a revised Aims and Scope. Copyright © 2009 John Wiley & Sons, Ltd.  相似文献   

兖州市基本农田整理现状与对策          下载免费PDF全文

宋朝辉 《山东国土资源》2015,31(2):67-69

简述了兖州市基本农田整理的基本状况,总结了基本农田整理取得的各项成果及项目实施过程中存在的问题,针对存在的问题提出了应对措施。阐明了基本农田整理需投入大量的人力、物力、财力,若能在整理过程中不断总结经验教训,持续改进工作模式和管理措施,大胆尝试新技术和新工艺,就能使土地整理工作顺利开展,不断提高基本农田的质量和等级,提高农民的生产生活水平,改善小区域生态环境的观点。  相似文献   

建筑变形测量成果质量检验问题分析     

杨绪峰  彭凯笛  陈宇恒 《测绘与空间地理信息》2021,44(1):210-212

近几年,全国开展了多次变形测量成果质量检验工作且效果显著。本文首先简要介绍了全国建筑变形测量成果质量检验工作相关内容,其次结合全国33个建筑变形测量成果受检项目中出现的较严重的质量问题,从成果类型、质量元素、典型问题3个方面对成果质量情况进行分析,最后根据分析结论与检验情况为建筑变形测量成果在生产中的质量控制及质量检验提供建议。  相似文献   

Multi-resolution adaptive modeling of groundwater flow and transport problems     

H. Gotovac  R. Andricevic  B. Gotovac 《Advances in water resources》2007

Many groundwater flow and transport problems, especially those with sharp fronts, narrow transition zones, layers and fingers, require extensive computational resources. In this paper, we present a novel multi-resolution adaptive Fup approach to solve the above mentioned problems. Our numerical procedure is the Adaptive Fup Collocation Method (AFCM), based on Fup basis functions and designed through a method of lines (MOL). Fup basis functions are localized and infinitely differentiable functions with compact support and are related to more standard choices such as splines or wavelets. This method enables the adaptive multi-resolution approach to solve problems with different spatial and temporal scales with a desired level of accuracy using the entire family of Fup basis functions. In addition, the utilized collocation algorithm enables the mesh free approach with consistent velocity approximation and flux continuity due to properties of the Fup basis functions. The introduced numerical procedure was tested and verified by a few characteristic groundwater flow and transport problems, the Buckley–Leverett multiphase flow problem, the 1-D vertical density driven problem and the standard 2-D seawater intrusion benchmark–Henry problem. The results demonstrate that the method is robust and efficient particularly when describing sharp fronts and narrow transition zones changing in space and time.  相似文献   

西安市地下水开发利用中的环境问题及对策   总被引：1，自引：1，他引：0  

尚小清  宋令勇 《地下水》2010,32(1):103-104,166

对西安市地下水开发利用中的环境问题进行了分析,指出地下漏斗、地面沉降、地裂缝以及地下水质污染是西安市存在的主要问题,地下水超采是引起以上问题最主要的因素,最后提出了回补地下水,充分利用非传统水资源,加强地下水开发利用规划等五项防治对策。  相似文献   

水环境数学模拟的应用现状及存在问题     

解艳  薛科社 《地下水》2010,32(6):79-80,87

水环境中污染物的迁移转化过程模拟和预测是水生态环境健康诊断、预测、预警及控制管理的重要基础。水环境数学模拟已经在国内外有了非常广泛的应用,并且成为国内外学者研究的热点。本文介绍了水环境数学模型的基础研究和应用现状,并提出其发展趋势和国内水质数学模型存在的主要问题。  相似文献   

文登市节约集约用地存在的问题与对策     

邱洪殿  李仁丽 《山东地质》2010,(7):46-48

近年来,随着经济的飞速发展,全国各地普遍面临建设用地紧张的局势。文登市在土地节约集约利用方面牢固树立和落实科学发展观,规划用地结构,掌握节约集约的管理方法,创新体制,实现土地资源的优化配制,保护和利用好每寸土地,促进了经济的可持续发展。其方法对促进县级市如何做到节约集约用地促进县域经济发展具有一定的借鉴作用。  相似文献   

滨州市北部沿海未利用地开发利用探讨          下载免费PDF全文

朱龙海  孙国晖 《山东国土资源》2014,30(10)

滨州市北部沿海地区土地资源丰富,未利用地较多且集中连片,具有很大的开发利用价值。深入分析滨州市北部沿海地区未利用地特点和近几年开发利用现状,提出开发中应注意加快土地利用的总体规划修编和各专项规划的衔接、抓紧开展土地利用集约评价工作、招商引资与以地选商并重、创新开发模式实行高效开发等问题,充分利用地区优势做好滨州市未利用地开发工作。  相似文献