钢-混凝土高层结构抗震性能振动台试验研究     

黄襄云  曹京源  马玉宏  徐丽  陈建秋  吴迪 《地震工程与工程振动》2011,31(2):68-74

广州天誉大厦采用型钢混凝土框架一钢筋混凝土筒体的混合结构体系,地面以上结构采用抗震缝兼伸缩缝分隔为南、北塔两个独立结构体系,南塔高186.5 m,北塔高159.5 m.两塔的核心筒总宽度与核心筒总高的比值均超出了规范限值.为研究这种超限高层混合结构的抗震性能,对其进行了缩尺(1/30)模型的振动台试验,并建立了有限元计...  相似文献   

汶川8．0级特大地震汉源县震害特点与烈度异常成因探讨   总被引：1，自引：0，他引：1  

雷东宁  蔡永建  李恒  陈蜀俊 《四川地震》2011,(4):35-39

本文在汉源县地震灾害调查的基础上,通过收集前人在该区已取得的成果资料,采用综合分析、类比等方法,对汉源县地震烈度异常区震害及造成异常的原因进行了分析探讨。汉源县建筑物破坏形式以水平地震作用造成的“X”型剪切破坏为主,竖向地震造成的破坏较少。地震波传播路径、场地土层条件和地形地貌条件三者的耦合是造成汉源县烈度异常的主要原因,其中场地土层中占优势厚度的砾石层是造成场地地震波放大的主要内因。本文取得的初步结论为更加深入地科学研究本区地震烈度异常的原因提供了新思路。  相似文献   

Predicting the equilibrium bed slope in natural streams using a stochastic model for incipient sediment motion     

Vito Ferro  Paolo Porto 《地球表面变化过程与地形》2011,36(8):1007-1022

In this paper, a method to predict the equilibrium bed slope in natural streams based on the incipient motion criterion is proposed. The method is based on the criterion suggested by Gessler to simulate the grain size distribution of the armour coat using the concept of critical shear stress of a sediment mixture. In particular, a different expression of the probability for a single particle size to be part of the armour coat is firstly proposed; then, a simple two‐steps criterion is suggested to estimate the safety factor required by the proposed approach. The method is applied in three different Italian regions (Calabria, Basilicata, and Tuscany) and required several field campaigns involving the survey of 251 stream reaches upstream of grade‐control structures. The area including five Calabrian streams is firstly used to test the suitability of the two‐steps approach. In this area, considering the detailed information about the particle size of bed material, the effect of using a simplified grain size distribution for each torrent is also checked. The method is then applied within the two additional areas (Basilicata and Tuscany) in order to check the geographic influence on the prediction of the stable longitudinal profile. A comparison between measured and estimated values of the equilibrium bed slope showed a good agreement for the Calabrian streams, where the number of the investigated stream reaches is greater, and satisfactory results for the torrents located in Basilicata and Tuscany where the field data set is more limited. The overall results encourage the extension of the proposed method to additional field data and suggest the use of this approach by hydraulic designers in order to stabilize the longitudinal profile of natural streams. Copyright © 2011 John Wiley & Sons, Ltd.  相似文献   

Discussion of paper ‘Revisiting Eurocode 8 formulae for periods of vibration and their employment in linear seismic analysis’ by Helen Crowley and Rui Pinho,Earthquake Engineering and Structural Dynamics 2010; 39(2):223–235     

S. Bahadir Yuksel 《地震工程与结构动力学》2011,40(11):1297-1298

  相似文献   

Tall building vibration control using a TM‐MR damper assembly: Experimental results and implementation     

Rene Zemp  Juan C. de la Llera  Paul Roschke 《地震工程与结构动力学》2011,40(3):257-271

This paper summarizes the relevant results of the design, construction, testing, and implementation of a nominal 120 kN magnetorheological damper developed to control a free‐plan tall building in Santiago, Chile, equipped with two 160‐ton tuned masses. Cyclic as well as hybrid simulation tests were performed on the prototype damper. Global building responses using measured MR properties showed good correlation with analytical estimations. Also, a proposed physical controller for the MR damper was validated through hybrid and building pull‐back tests. Its performance is essentially equivalent to that of an LQR controller, but the information needed in its implementation is considerably less. Pull‐back tests of 10 cm amplitude were performed on one mass along the flexible edge of the building and its response controlled using the passive and controlled modes of the MR damper. The MR damper was capable of controlling the TM displacements very effectively, as well as the simulated building response for different ground motions and harmonic excitation. Copyright © 2010 John Wiley & Sons, Ltd.  相似文献   

Introspection on improper seismic retrofit of Basilica Santa Maria di Collemaggio after 2009 Italian earthquake     

Gian Paolo Cimellaro  Andrei M. Reinhorn  Alessandro De Stefano 《地震工程与工程振动(英文版)》2011,10(1):153-161

The 2009 L’Aquila, Italy earthquake highlighted the seismic vulnerability of historic masonry building structures due to improper "strengthening" retrofit work that has been done in the last 50 years. Italian seismic standards recommend the use of traditional reinforcement techniques such as replacing the original wooden roof structure with new reinforced concrete (RC) or steel elements, inserting RC tie-beams in the masonry and new RC floors, and using RC jacketing on the shear walls. The L’Aquila earthquake revealed the numerous limitations of these interventions, because they led to increased seismic forces (due to greater additional weight) and to deformation incompatibilities of the incorporated elements with the existing masonry walls. This paper provides a discussion of technical issues pertaining to the seismic retrofit of the Santa Maria di Collemaggio Basilica and in particular, the limitations of the last (2000) retrofit intervention. Considerable damage was caused to the church because of questionable actions and incorrect and improper technical choices.  相似文献   

Tall building vibration control using a TM‐MR damper assembly     

Rene Zemp  Juan C. de la Llera  José L. Almazán 《地震工程与结构动力学》2011,40(3):339-354

  相似文献   

北京地区某基坑边坡支护变形分析及建议          下载免费PDF全文

秦俊生  王成彪  程剑 《探矿工程》2011,38(4):36-40

通过北京地区某基坑开挖工程中的变形情况,分析该工程基坑边坡变形的根本原因,同时通过该工程的情况,反思在岩土工程设计及施工过程中遇见该类饱和的细颗粒地层时应当注意的事项,最后对在此类地层中施工时的一些难点提出了解决方法。  相似文献   

H020U井钻进所遇问题及处理方法          下载免费PDF全文

张新刚  隆东  向军文  林修阔 《探矿工程》2011,38(1):28-31

土耳其贝帕扎里天然碱矿H020U井在造斜钻进和水平钻进过程中遇到井漏、钻头钻遇硅化灰岩层磨损严重、未绕过第一靶点V020而打中套管、井涌、仪器掉入裸眼、钻遇未知溶腔导致顶角下降,方位偏离而导致未直接连通第二靶点等问题。针对这些问题进行了分析,并提出了相应的处理方法,最后成功地使H020U井连通第一靶点V020井和第二靶点V020U井。  相似文献   

Gravity Flow on Slope and Abyssal Systems in the Qiongdongnan Basin, Northern South China Sea   总被引：3，自引：0，他引：3  

SU Ming  XIE Xinong  LI Junliang  JIANG Tao  ZHANG Cheng  HE Yunlong  TIAN Shanshan  ZHANG Cuimei 《《地质学报》英文版》2011,85(1):243-253

The study of new seismic data permits the identification of sediment gravity flows in terms of internal architecture and the distribution on shelf and abyssal setting in the Qiongdongnan Basin (QDNB). Six gravity flow types are recognized: (1) turbidite channels with a truncational basal and concordant overburden relationship along the shelf edge and slope, comprising laterally-shifting and vertically-aggrading channel complexes; (2) slides with a spoon-shaped morphology slip steps on the shelf-break and generated from the deformation of poorly-consolidated and high water content sediments; (3) slumps are limited on the shelf slope, triggered either by an anomalous slope gradient or by fault activity; (4) turbidite sheet complexes (TSC) were ascribed to the basin-floor fan and slope fan origin, occasionally feeding the deep marine deposits by turbidity currents; (5) sediment waves occurring in the lower slope-basin floor, and covering an area of approximately 400?km2, were generated beneath currents flowing across the sea bed; and (6) the central canyon in the deep water area represents an exceptive type of gravity flow composed of an association of debris flow, turbidite channels, and TSC. It presents planar multisegment and vertical multiphase characteristics. Turbidite associated with good petrophysical property in the canyon could be treated as a potential exploration target in the QDNB.  相似文献