甘肃陇南地震扰动区植被群落特征

地震扰动对当地生态环境造成极大的破坏,引起植被群落种类组成、群落结构的变化,本研究采用样带结合海拔梯度的方法,于2013年8-9月,调查和研究了甘肃陇南武都区清水沟植被群落的种类组成、群落结构受地震扰动后的现状。结果表明,研究区内共发现34种植物,分属16科30属,主要以禾本科和菊科植物为主,群落垂直结构明显,大体分为3层;植物群落中多年生草本植物种类最多,是优势生活型,其次是灌木、藤本,无乔木分布;Shannon-Wiener多样性指数(H')和Pielou均匀度指数(E)表现为中坡位>下坡位>上坡位,Simpson优势度指数(D)表现为上坡位>下坡位>中坡位。     

Experimental Analysis of Fire Resistant Performance of Concrete Frame with Damage Caused by Weak Earthquake

Two monolayer concrete frames with the same reinforcement, KJ1 and KJ2, were designed. KJ1 was designed to simulate low cyclic reversed loading test under weak earthquake. Besides, the fire response test, including temperature rising and lowing, was made by fixing the axial compression ratio of the column. For KJ2, the fire response test at the fixed axial compression ratio was made. The deformation response of the concrete frames in fire was studied. Comparative analysis of the apparent phenomenon, temperature curves, bearing capacity change of the frames were made based on the test results of KJ1 and KJ2. According to the simplified temperature distribution, the ultimate bearing capacity of the column under the high temperature was preliminarily determined. It is illustrated that the calculation results and finally test phenomenon are consistent according to the simplified section.     

Experimental Analysis of Vibration Behavior for Large-span Underground Structure

In this paper, a shaking table test for large-span underground structure is introduced. Based on the test, the frequency of inherent vibration, damping ratio and the dynamic response of the structure are studied. The response of the underground structure for vertical seismic excitation is studied as a key point. With the different imbedding depth, the influence of interaction of soil and structure on the earthquake-resistant capacity of the underground structure is discussed.     

Identification of Acceleration Pulses of Near-Fault Earthquake Ground Motion by Wavelet

Acceleration pulses have been found in near-fault earthquake ground motions long ago and attracted lots of researchers, since such pulses, especially low frequency pulses have great impact on engineering structures. Many people previously focused on velocity pulses which result from acceleration pulses, however, recently a few researchers began to directly study acceleration pulses, such as to get high frequency pulses and low frequency pulses with empirical mode decomposition. Wavelet transform was utilized to decompose acceleration records. Subsequently high frequency and low frequency components of the records were obtained and acceleration pulses were identified. By comparisons in response spectra and structural nonlinear responses, it is proved that the decomposition of acceleration records with wavelet is reliable and the identification of acceleration pulses is correct.     

渡槽结构地震反应的时程分析

应用动力有限元方法对于某渡槽工程进行了地震时程分析，说明了进行渡槽结构地震时程分析的具体方法，以及在地震作用下渡槽结构动力反应的特点等问题，对于渡槽结构的抗震时程分析方法及渡槽结构有限分析方法进行了探索。     

On Determinative Parameters of SDOF Systems in Elasto- plastic Earthquake Response

Parameters dominating elasto- plastic earthquake response of SDOF systems,relation between ground motion amplitude and elasto- plastic response of SDOF systems are presented in this paper.     

白沙河流域三座地震堰塞湖治理综述

“5·12”汶川大地震引发了大量的山体滑坡,由滑坡物质堵江造成的堰塞湖是一种典型的次生地质灾害,存在潜在的溃坝风险,必须及时排险.结合都江堰市白沙河无人区的枷担湾、窑子沟和关门山沟3座堰塞湖的治理方案制定,对堰塞湖的安全性评价、工程治理及非工程避险等方面进行了详细介绍,可供类似流域灾害风险识别和治理设计、施工参考.     

A PRELIMARY STUDY FOR PLANNING OF EARTHQUAKE HAZARD PREVENTION FOR TOWNS AND CITIES IN MOUNTAIN REGION

Based on the contributing factors of earthqutake,its hazardregularity and the site investigation at Tongjing town in Chongqing,thispaper presents suggestions on the basis,principle and aim of earthquakeplanning in mountainous region,cities and towns as well as site selection,general layout of city,building arrangement,road width and quakeproofsafe area establishment,etc,     

基于FLAC^3D的某碎石土边坡地震反应分析

基于完全非线性的动力分析方法,利用FLAC3D软件对西南某碎石土边坡在地震下的稳定性进行分析。分析表明：地震作用下,边坡坡面的水平向永久位移最大,并由坡面向坡内逐渐减小;边坡的加速度时程与场地输入的PGA相比均有一定程度的放大;在边坡上随着高程的增加,水平方向向坡外的位移大小变化受边坡结构面的控制影响较大。研究结果有助于进一步探讨复杂边坡地震下的失稳机制。     

地下管道震害评估方法研究

目前地下管道的震害预测评价方法大多需要管线本身的较为精细的力学参数,而在实际的城市管网震害评估工作中此类参数并不容易获取.为了简化地下管道震害评价方法,本文基于层次分析法和数理统计耦合算法,提出了一种简化的地下管道震害评估方法—管道破坏度指数法,将该方法应用于某城市的地下管道震害评估工作并对该市7度、8度、9度地震时的地下管道震害评估进行了分析,与应用传统方法对比显示计算结果基本一致,验证了本文方法的确实可行和有效性.由于本文方法只选取影响地下管道破坏的典型因素,不仅大大简化了数据收集的工作,增加了工作效率,同时也保证了实际操作的可行性.