乌鲁木齐历史地理的若干问题     

阚耀平 《干旱区地理》1993,16(1):75-79

乌鲁木齐市有些历史地理问题存在争论。文章认为:乌鲁木齐地名的来源为蒙古语“优美的牧场”之意;乌拉泊古城为唐轮台的遗址;乌鲁木齐城的发展演变由其所具备的职能来决定。  相似文献   

昆仑山中的一座古城     

王博  张志 《干旱区地理》1993,(2)

民丰县境吐浪哈吉河上游东南向的“帕西木”(又称大麻扎),有众多的古迹显示,推断这里应是《汉书·西域传》中所记载的戌卢古国。沿吐浪哈吉河主流向西南继行,是昆仑山与藏北高原相连的古通道之一。这些道路的研究,是揭示昆仑古城存在的有力佐证。  相似文献   

Ductility demands on buckling-restrained braced frames under earthquake loading     

Larry?A.?FahnestockEmail author  Richard?Sause  James?M.?Ricles  Le-Wu?Lu 《地震工程与工程振动(英文版)》2003,2(2):255-268

Accurate estimates of ductility demands on buckling-restrained braced frames (BRBFs) are crucial to performance-based design of BRBFs. An analytical study on the seismic behavior of BRBFs has been conducted at the ATLSS Center, Lehigh University to prepare for an upcoming experimental program. The analysis program DRAIN-2DX was used to model a one-bay, four-story prototype BRBF including material and geometric nonlinearities. The bucklingrestrained brace (BRB) model incorporates both isotropic and kinematic hardening. Nonlinear static pushover and timehistory analyses were performed on the prototype BRBF. Performance objectives for the BRBs were defined and uscd to evaluate thc time-history analysis results. Particular emphasis was placed on global ductility demands and ductility demands oa the BRBs. These demands were compared with anticipated ductility capacities. The analysis results, along with results from similar previous studics, are used to evaluate the BRBF design provisions that have been recommended for codification in the United States. Thc results show that BRB maximum ductility demands can be as high as 20 to 25. These demands significantly exceed those anticipated by the BRBF recommended provisions. Results from the static pushover and timehistory analyses are used to demonstrate why the ductility demands exceed those anticipated by the recommended provisions.The BRB qualification testing protocol contained in the BRBF recommended provisions is shown to be inadequate because it requires only a maximum ductility demand of at most 7.5. Modifications to the testing protocol are recommended.  相似文献   

软土流变模型及在建筑物纠偏工程中的应用     

梁志松  陈晓平 《岩土力学》2004,25(Z2):513-517

根据地基应力解除法纠偏方法原理和软土的变形机理,建立了土体非线性弹-粘弹流变本构模型,并将其成功运用于软粘土地基应力解除法纠偏工程实践.结合某6层住宅楼的倾斜扶正过程,运用所建的本构模型和有限元技术进行了全过程的数值模拟,揭示了建筑物倾斜过程和扶正过程中地基应力-应变的变化规律,并预测了纠偏施工后建筑物的附加沉降量,所得结果与实测结果有较好的吻合.研究表明,土的流变特性对软土地基建筑物的纠偏实践有明显的影响,在实际工程中应予以充分考虑.  相似文献   

阿达滩盆地古近纪淡水腹足类化石的发现及其地质意义     

王进寿  拜永山  郝平  常革红  保光普 《西北地质》2004,37(3):21-23

东昆仑西段阿达滩盆地早新生代陆相碎屑岩沉积建造，原先被笼统认为属“下第三系”。1：25万库郎米其提幅区调中，在该碎屑岩建造中首次发现淡水腹足类化石：假菊石型南方圆螺黄河亚种Australorbis pseudoammonius huanghoensis Yu，实椎螺(未定种)Lymneasp．根据含化石地层的岩相特征及腹足类化石生存时代，阿达滩盆地的下第三纪应属古近纪渐新世的干柴沟组下部，据该套地层的存在及不整合覆盖于其上的早更新世七个泉组分析，推断阿达滩盆地在渐新世末存在一次较强规模的隆起。  相似文献   

大型火力发电厂钢筋混凝土横向框排架主厂房动力特性试验研究   总被引：3，自引：0，他引：3  

吴涛  白国良  刘伯权 《世界地震工程》2004,20(4):157-160

对1／7大型火力发电厂三跨三榀钢筋混凝土横向框排架子空间模型，分别用激振法和柔度矩阵法进行模型结构动力特性试验，研究该结构的前三阶周期和振型，同时根据拟动力试验中结构的位移反应，求得在不同破损阶段模型结构的动力特性，最后根据相似关系得出原型结构的动力特性。  相似文献   

基于加权网格简化的建筑物群渐进式典型化     

郭庆胜  李洪省  刘纪平 《武汉大学学报(信息科学版)》2005,30(4):293-296

提出了渐进式简化建筑物群目标的算法，该算法考虑了目标之间的分辨距离和密度，能够渐进式得到任意比例尺的地图，可以从几何和语义两方面最大限度地保持原有建筑物群的特征，同时可保持综合前后不同分区之间的密度差异。  相似文献   

Seismic behavior of asymmetric RC wall buildings: principles and new deformation‐based design method     

Alois Sommer  Hugo Bachmann 《地震工程与结构动力学》2005,34(2):101-124

The seismic design of multi‐story buildings asymmetric in plan yet regular in elevation and stiffened with ductile RC structural walls is addressed. A realistic modeling of the non‐linear ductile behavior of the RC walls is considered in combination with the characteristics of the dynamic torsional response of asymmetric buildings. Design criteria such as the determination of the system ductility, taking into account the location and ductility demand of the RC walls, the story‐drift demand at the softer (most displaced) edge of the building under the design earthquake, the allowable ductility (ultimate limit state) and the allowable story‐drift (performance goals) are discussed. The definition of an eccentricity of the earthquake‐equivalent lateral force is proposed and used to determine the effective displacement profile of the building yet not the strength distribution under the design earthquake. Furthermore, an appropriate procedure is proposed to calculate the fundamental frequency and the earthquake‐equivalent lateral force. A new deformation‐based seismic design method taking into account the characteristics of the dynamic torsional response, the ductility of the RC walls, the system ductility and the story‐drift at the softer (most displaced) edge of the building is presented and illustrated with an example of seismic design of a multi‐story asymmetric RC wall building. Copyright © 2005 John Wiley & Sons, Ltd.  相似文献   

The Muralla Pircada—an ancient Andean debris flow retention dam, Santa Rita B archaeological site, Chao Valley, Northern Perú     

William E. Brooks  Jason C. Willett  Jonathan D. Kent  Victor Vasquez  Teresa Rosales 《Landslides》2005,2(2):117-123

Debris flows caused by El Niño events, earthquakes, and glacial releases have affected northern Perú for centuries. The Muralla Pircada, a northeast-trending, 2.5 km long stone wall east of the Santa Rita B archaeological site (Moche-Chimú) in the Chao Valley, is field evidence that ancient Andeans recognized and, more importantly, attempted to mitigate the effects of debris flows. The Muralla is upstream from the site and is perpendicular to local drainages. It is 1–2 m high, up to 5 m wide, and is comprised of intentionally-placed, well-sorted, well-rounded, 20–30 cm cobbles and boulders from nearby streams. Long axes of the stones are gently inclined and parallel local drainage. Case-and-fill construction was used with smaller cobbles and pebbles used as fill. Pre-Muralla debris flows are indicated by meter-sized, angular boulders that were incorporated in-place into construction of the dam and are now exposed in breeches in the dam. Post-Muralla debris flows in the Chao Valley are indicated by meter-sized, angular boulders that now abut the retention dam.  相似文献   

Effect of Overstrength on the Seismic Behaviour of Multi-Storey Regularly Asymmetric Buildings     

Mario de Stefano  Edoardo Michele Marino  Pier Paolo Rossi 《Bulletin of Earthquake Engineering》2006,4(1):23-42

In past years, seismic response of asymmetric structures has been frequently analysed by means of single-storey models, because of their simplicity and low computational cost. However, it is widely believed that use of more realistic multi-storey models is needed in order to investigate effects of some system characteristics (such as overstrength, higher modes of vibration, etc.) that make behaviour of multi-storey schemes different from that of single-storey systems. This paper examines effects of the overstrength in element cross-sections on the seismic behaviour of multi-storey asymmetric buildings. It is shown that in actual buildings this characteristic, which is sometimes very variable both in plan and along the height of the building, may lead to distributions of ductility demands different from those expected according to the results from single-storey models. Consequently, torsional provisions, which aim at reducing ductility demands of single-storey asymmetric systems to those of the corresponding torsionally balanced systems, should be re-checked in light of the behaviour of realistic multi-storey buildings.  相似文献