框架结构的串联多自由度简化体系等效刚度参数的识别法

地框架结构和高耸建筑物进行地震反应分析时它常常被简化为串联多自由度体系。本文对此体系的刚度参数提出了一般的计算方法－参数识别法。     

厚松散层钻探工艺技术

在厚松散层中进行钻孔施工较常规钻孔存在一些技术难题,按照常规方法达不到钻孔目的或者花费较大的人力和物力。本文通过分析松散层钻孔正常钻进的影响因素,采用正循环钻孔施工技术进行施工,提出钻孔防偏和纠偏措施,最后给出了厚松散层钻孔施工技术措施,对厚松散层钻探技术具有一定的指导意义。     

Inverse groundwater modelling in the Willunga Basin,South Australia

A new inverse technique for modelling groundwater flow, based on a functional minimization technique, has been used to calibrate a groundwater flow model of a subregion of the Port Willunga aquifer within the Willunga Basin in South Australia. The Willunga Basin is the location of extensive viticulture, irrigated primarily by groundwater, the levels and quality of which have declined significantly over the last 40 years. The new method is able to generate estimates of transmissivity, storativity and groundwater recharge over the whole subregion as a time-varying continuous surface; previous methods estimate local discrete parameter values at specific times. The new method has also been shown to produce accurate head values for the subregion and very good estimates of groundwater recharge. Its ultimate goal will be to provide a new and invaluable tool for significantly improved groundwater resource management. Supported in part by US National Science Foundation grants, DMS-0107492 and DMS-0079478.     

Nonlinear numerical method for earthquake site response analysis II — case studies

This paper presents two numerical case studies of medium and strong motion events, namely Loma-Prieta 1989 and Hyogoken-Nambu (Kobe) 1995. These simulations were performed using CyberQuake model. The cyclic elastoplastic constitutive model is fully detailed in the companion paper. Through these case studies, we demonstrate the importance of using appropriate constitutive modelling when the part played by nonlinear phenomena is preponderant. The need to account for 3D kinematics (i.e. the three components of the input motion), is also demonstrated, even though a 1D geometry is considered, as the plastic coupling existing between components of motion during the earthquake, strongly affects the seismic soil response.     

无网格伽辽金法应用的参数选择及内部边界处理

无网格辽金法作为-种新的岩土工程数值计算方法, 该法其只需节点信息的无单元特性, 使其具有计算优势。本文结合固结EFGM刚度矩阵公式, 对不同的计算参数进行计算分析, 找出其影响规律。并采用跳跃函数处理内部边界条件, 计算结果表明, EFGM处理内部场函数不连续是准确的。     

现行有关规范用于黄土地区的局限性分析

探讨了现行有关规范用于黄土地区存在的某些不足,阐明了场地条件和场地类别等因素对抗震设防参数的影响问题,强调了重视地方标准的制定的必要性。同时也展望了今后尚需开展的研究工作。     

灌浆自动记录仪在云鹏水电站坝基工程中的应用

灌浆自动记录仪可以准确记录灌浆全过程灌浆参数,保证灌浆原始记录资料的稳定、可靠和真实,为合理控制施工过程和正确分析判断注浆效果提供可靠的依据,使灌浆质量得以提高。     

精密时钟单钟幂律谱系数的取值分析

精密时钟噪声可用五个幂律谱系数来表征其强弱。由于不存在实际可用的理想时钟作为参考,用以估计幂律谱系数的单钟噪声无法直接测出,而只能利用钟组内各钟之间的钟差。然而这是一个不适定问题．本文探讨了单钟幂律谱系数的取值范围与优化估计方法。     

参数调整对气象预测的B-P网络模型性能的影响

为了探索ＢＰ网络的参数调整特性,进行了参数α、β的选取对ＢＰ算法的收敛速度和模型的稳定性的影响研究。通过ＢＰ网络用于气象预测建模的参数调整个例分析表明：参数α、β的取值对ＢＰ模型的稳定性无显著影响,但参数值的调整尤其是β值的调整对建模的收敛速度有明显的影响。     

用附有条件的参数平差法求解秩亏网新探

通过引进典则参数,以较简捷的方式证明了秩亏网平差应满足的条件方程,从而用附有条件的平差方法求解秩亏网平差参数的最小二乘极小范数解。