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现代地貌学的发展与思考 被引量:11
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作者 胡世雄 王珂 《地学前缘》 EI CAS CSCD 2000年第B08期67-78,共12页
简要回顾了地貌学的发展史 ,认为现代地貌学的发展必须与时代发展趋势相结合 ,需要深入研究地貌演变与全球气候环境变化、区域经济可持续发展以及地球陆地系统的关系。综合分析了地貌学的研究方法 ,认为地貌学的研究方法主要有沉积学方... 简要回顾了地貌学的发展史 ,认为现代地貌学的发展必须与时代发展趋势相结合 ,需要深入研究地貌演变与全球气候环境变化、区域经济可持续发展以及地球陆地系统的关系。综合分析了地貌学的研究方法 ,认为地貌学的研究方法主要有沉积学方法及动力过程方法。传统地貌学的研究多偏重于沉积学的方法。过去是认识现在的一把钥匙 ,沉积学方法是研究地貌发展历史与过程的有力工具 ,但要深入认识地貌演变的过去与现代动力过程与机制 ,进而预测地貌过程的演变趋势 ,必须采用动力过程分析的方法。动力地貌研究的发展应该汲取过程反映学派及数学地貌学派的经验教训 ,避免过于重视工具 ,本末倒置 ,甚至演变为数学游戏或模型游戏。动力地貌学的研究将彻底改变过去人们眼中对传统地貌学的印象———仅仅是现象描述和宏观分析。动力地貌学通过引进动力学模型、数学模型及地理信息系统等研究方法和技术 ,采用宏观与微观相结合 ,全面深入探讨各种地貌产生、发展的机制和规律。它具有动态性和较强的预测功能 ,从而可以更好地为经济建设和社会实践服务。文中还探讨了地貌学的各个发展方向 ,认为环境地貌、灾害地貌、城市地貌、旅游地貌、河口海岸地貌等应用地貌学分支近年来发展迅猛 ,主要是因为这些分支与经济发展的需求结? 展开更多
关键词 地貌学 动力学程分析 沉积学 地貌理论 分支学科
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Dynamic analysis and modal test of long-span cable-stayed bridge based on ambient excitation 被引量:3
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作者 陈常松 颜东煌 《Journal of Central South University of Technology》 EI 2007年第1期135-139,共5页
To study the stiffness distribution of girder and the method to identify modal parameters of cable-stayed bridge, a simplified dynamical finite element method model named three beams model was established for the gird... To study the stiffness distribution of girder and the method to identify modal parameters of cable-stayed bridge, a simplified dynamical finite element method model named three beams model was established for the girder with double ribs. Based on the simplified model four stiffness formulae were deduced according to Hamilton principle. These formulae reflect well the contribution of the flexural, shearing, free torsion and restricted torsion deformation, respectively. An identification method about modal parameters was put forward by combining method of peak value and power spectral density according to modal test under ambient excitation. The dynamic finite element method analysis and modal test were carried out in a long-span concrete cable-stayed bridge. The results show that the errors of frequencies between theoretical analysis and test results are less than 10% mostly, and the most important modal parameters for cable-stayed bridge are determined to be the longitudinal floating mode, the first vertical flexural mode and the first torsional mode, which demonstrate that the method of stiffness distribution for three beams model is accurate and method to identify modal parameters is effective under ambient excitation modal test. 展开更多
关键词 bridge engineering cable-stayed bridge dynamic finite element method ambient excitation modal test
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Adsorption behavior of molybdenum onto D314 ion exchange resin 被引量:1
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作者 王明玉 蒋长俊 王学文 《Journal of Central South University》 SCIE EI CAS 2014年第12期4445-4449,共5页
The adsorption behavior of molybdenum onto D314 was studied with the static adsorption method. The adsorption process was analyzed from thermodynamic and kinetic aspects. The experimental results show that the equilib... The adsorption behavior of molybdenum onto D314 was studied with the static adsorption method. The adsorption process was analyzed from thermodynamic and kinetic aspects. The experimental results show that the equilibrium adsorption data conform satisfactorily to the Langmuir equation. In the adsorption process of D314 for molybdenum, the enthalpy change ΔH is positive when temperature is in the range of 298-338 K, which indicates that the adsorption is an endothermic process, and the elevated temperature benefits to the adsorption. Kinetic analysis shows that the adsorption rate is controlled by intraparticle diffusion and chemical diffusion at the same time. The adsorption mechanism of molybdenum onto D314 was discussed based on IR spectra. 展开更多
关键词 molybdenum ion exchange adsorption thermodynamics kinetics
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