Energy demands for seismic design against low‐cycle fatigue     

Amador Teran‐Gilmore  James O. Jirsa 《地震工程与结构动力学》2007,36(3):383-404

A seismic design procedure that does not take into account the maximum and cumulative plastic deformation demands that a structure is likely to undergo during severe ground motion could lead to unsatisfactory performance. In spite of this, current design procedures do not take into account explicitly the effect of low‐cycle fatigue. Based on the high correlation that exists between the strength reduction factor and the energy demand in earthquake‐resistant structures, simple procedures can be formulated to estimate the cumulative plastic deformation demands for design purposes. Several issues should be addressed during the use of plastic energy within a practical performance‐based seismic design methodology. Copyright © 2006 John Wiley & Sons, Ltd.  相似文献   

A non‐baseline algorithm for damage locating in flexural structures using dynamic distributed macro‐strain responses     

S. Z. Li  Z. S. Wu 《地震工程与结构动力学》2007,36(9):1109-1125

The concept of distributed strain‐sensing techniques has been proposed in our recent research, which was dedicated to utilizing the strain distributions throughout the full or partial areas of structures to detect arbitrary and unforeseen damage. An algorithm not requiring a detailed analytical model is presented for damage locating in flexural structures through the direct use of dynamic responses recorded by distributed long‐gauge strain sensors. The modal macro‐strain vector (MMSV), which has been proven to have a mapping relation with displacement mode shape, can be extracted directly from macro‐strain time‐series data, from which a damage evaluating index can be derived and used as an indicator for locating damage. Numerical examples are simulated to verify the sensitivity and effectiveness of the index in different cases. Furthermore, experimental investigations on a cantilevered beam with various long‐gauge fibre optic sensors placements are carried out to examine the feasibility and applicability of the proposed method. Copyright © 2007 John Wiley & Sons, Ltd.  相似文献   

A new approach of selecting real input ground motions for seismic design: The most unfavourable real seismic design ground motions     

Chang‐Hai Zhai  Li‐Li Xie 《地震工程与结构动力学》2007,36(8):1009-1027

This paper presents a new way of selecting real input ground motions for seismic design and analysis of structures based on a comprehensive method for estimating the damage potential of ground motions, which takes into consideration of various ground motion parameters and structural seismic damage criteria in terms of strength, deformation, hysteretic energy and dual damage of Park & Ang damage index. The proposed comprehensive method fully involves the effects of the intensity, frequency content and duration of ground motions and the dynamic characteristics of structures. Then, the concept of the most unfavourable real seismic design ground motion is introduced. Based on the concept, the most unfavourable real seismic design ground motions for rock, stiff soil, medium soil and soft soil site conditions are selected in terms of three typical period ranges of structures. The selected real strong motion records are suitable for seismic analysis of important structures whose failure or collapse will be avoided at a higher level of confidence during the strong earthquake, as they can cause the greatest damage to structures and thereby result in the highest damage potential from an extended real ground motion database for a given site. In addition, this paper also presents the real input design ground motions with medium damage potential, which can be used for the seismic analysis of structures located at the area with low and moderate seismicity. The most unfavourable real seismic design ground motions are verified by analysing the seismic response of structures. It is concluded that the most unfavourable real seismic design ground motion approach can select the real ground motions that can result in the highest damage potential for a given structure and site condition, and the real ground motions can be mainly used for structures whose failure or collapse will be avoided at a higher level of confidence during the strong earthquake. Copyright © 2007 John Wiley & Sons, Ltd.  相似文献   

Equivalent force control method for generalized real‐time substructure testing with implicit integration     

Bin Wu  Qianying Wang  P. Benson Shing  Jinping Ou 《地震工程与结构动力学》2007,36(9):1127-1149

This paper presents a new method, called the equivalent force control method, for solving the nonlinear equations of motion in a real‐time substructure test using an implicit time integration algorithm. The method replaces the numerical iteration in implicit integration with a force‐feedback control loop, while displacement control is retained to control the motion of an actuator. The method is formulated in such a way that it represents a unified approach that also encompasses the effective force test method. The accuracy and effectiveness of the method have been demonstrated with numerical simulations of real‐time substructure tests with physical substructures represented by spring and damper elements, respectively. The method has also been validated with actual tests in which a Magnetorheological damper was used as the physical substructure. Copyright © 2007 John Wiley & Sons, Ltd.  相似文献   

Analysis of the weightiness of site effects on reinforced concrete (RC) building seismic behaviour: The Adra town example (SE Spain)   总被引：1，自引：0，他引：1  

Manuel Navarro  Francisco Vidal  Takahisa Enomoto  Francisco J. Alcalá  Antonio García‐Jerez  Francisco J. Sánchez  Norio Abeki 《地震工程与结构动力学》2007,36(10):1363-1383

The damage distribution in Adra town (south‐eastern Spain) during the 1993 and 1994 Adra earthquakes (5.0 magnitude), that reached a maximum intensity degree of VII (European Macroseismic Scale (EMS scale)), was concentrated mainly in the south‐east zone of the town and the most relevant damage occurred in reinforced concrete (RC) buildings with four or five storeys. In order to evaluate the influence of ground condition on RC building behaviour, geological, geomorphological and geophysical surveys were carried out, and a detailed map of ground surface structure was obtained. Short‐period microtremor observations were performed in 160 sites on a 100m × 100m dimension grid and Nakamura's method was applied in order to determine a distribution map of soil predominant periods. Shorter predominant periods (0.1–0.3 s) were found in mountainous and neighbouring zones and larger periods (greater than 0.5 s) in thicker Holocene alluvial fans. A relationship T = (0.049 ± 0.001)N, where T is the natural period of swaying motion and N is the number of storeys, has been empirically obtained by using microtremor measurements at the top of 38 RC buildings (ranging from 2 to 9 storeys). 1‐D simulation of strong motion on different soil conditions and for several typical RC buildings were computed, using the acceleration record in Adra town of the 1993 earthquake. It is noteworthy that all the aforementioned results show the influence of site effects in the degree and distribution of observed building damage. Copyright © 2007 John Wiley & Sons, Ltd.  相似文献   

Effects of surface characteristics on infiltration patterns in an arid shrub desert   总被引：3，自引：0，他引：3  

Xin‐Ping Wang  Xin‐Rong Li  Hong‐Lang Xiao  Ronny Berndtsson  Yan‐Xia Pan 《水文研究》2007,21(1):72-79

Precipitation is often the sole source of water replenishment in arid and semi‐arid areas and, thus, plays a pertinent role in sustaining desert ecosystems. Revegetation over 40 years using mainly Artemisia ordosica and Caragana korshinskii at Shapotou Desert Experimental Research Station near Lanzhou, China, has established a dwarf‐shrub and microbiotic soil crust cover on the stabilized sand dunes. The redistribution of infiltrated moisture through percolation, root extraction, and evapotranspiration pathways was investigated. Three sets of time‐domain reflectometry (TDR) probes were inserted horizontally at 5, 10, 15, 20, 30 and 40 cm depths below the ground surface in a soil pit. The three sets of TDR probes were installed in dwarf‐shrub sites of A. ordosica and C. korshinskii community with and without a microbiotic soil crust cover, and an additional set was placed in a bare sand dune area that had neither vegetation nor a microbiotic soil crust present. Volumetric soil moisture content was recorded at hourly intervals and used in the assessment of infiltration for the different surface covers. Infiltration varied greatly, from 7·5 cm to more than 45 cm, depending upon rainfall quantity and soil surface conditions. In the shrub community area without microbiotic soil crust cover, infiltration increased due to preferential flow associated with root tunnels. The microbiotic soil crust cover had a significant negative influence on the infiltration for small rainfall events (～10 mm), restricting the infiltration depth to less than 20 cm and increasing soil moisture content just beneath the soil profile of 10 cm, whereas it was not as strong or clear for larger rainfall events (～60 mm). For small rainfall events, the wetting front depth for the three kinds of surface cover was as follows: shrub community without microbiotic soil crust > bare area > shrub community with microbiotic soil crust. In contrast, for large rainfall events, infiltration was similar in shrub communities with and without microbiotic soil crust cover, but significantly higher than measured in the bare area. Soil water extraction by roots associated with evapotranspiration restricted the wetting front penetration after 1 to 3 h of rainfall. Copyright © 2006 John Wiley & Sons, Ltd.  相似文献   

Basical characteristics of fluid geologic process of interlayer oxidation zone sandstone-type uranium deposit     

Wu BoLin  Liu ChiYang  Wang JianQiang 《中国科学D辑(英文版)》2007,50(2):185-194

This paper reveals the physicochemical properties such as component, formulation, genesis, tem-perature, pH, Eh, salinity and pressure of all main alteration fluid of interlayer oxidation zone sand-stone-type uranium deposits after studying the geologic process and geochemistry of internal typical sandstone-type uranium deposits such as Shihongtan deposit in the Turpan-Hami basin, 512 deposit in the Yili basin, Dongsheng deposit in the Ordos basin. The composition of fluid can be divided into two parts based on the analysis of inclusion: one can be affirmed as atmospheric water with ordinary temperature epigenesist according to the character of hydrogen and oxygen isotope of inclusion, the other is natural gas containing gaseous hydrocarbon like CH₄, and CO₂ as well as a little H₂S, CO, H₂, N₂ and so on, it always contains a small quantity of hydrocarbon liquid in petroliferous basins. The fluid property of oxidation alteration zone is always oxidation alkaline, and neutrality or weak acid-weak alkaline and reducibility during the metallizing process, but at secondary reduction or deoxidization zone it becomes strong reduction alkaline. Oxygenic groundwater in the fluid is the activate and mig-ratory medium of uranium element, but the gaseous hydrocarbon like CH₄ as well as H₂, H₂S, CO from natural gas is the important sedimentary reducer of uranium mineral; the transformation of pH,Eh in fluid environment is the main reason for the formation of uranium metallization.  相似文献   

地面中—β尺度强锋区激发的特大暴雨过程分析   总被引：1，自引：1，他引：1       下载免费PDF全文

濮梅娟  沈树勤等 《气象科学》2002,22(4):450-460

受0012号台风（派比安）外围影响，2000年8月30日02时至31日08时，在江苏省东北部发生了一次具有局域性、突发性、高强度、超历史、灾情重等特征的特大暴雨，分析研究发现，在台风外围第二象限，江苏东北部地面存在中-β尺度的能量锋区，此能量锋区是构成产生、维持特大暴雨的中-β尺度的天气系统。利用锋生函数对此能量锋区的发生发展进行诊断，结果表明，锋生函数的变形项起了决定性作用，辐合项也有较明显的贡献，非绝热加热在锋生初期有作用，但对锋区的维持，其贡献并不明显，进一步用二维中尺度方程对锋区进行数值模拟，结果显示，在能量锋附近驱动产生了涡旋，在涡旋上升支，将高能区的暖湿空气向上输送而成云致雨，在涡旋下沉支，通过下沉气流使雨迅速下落，同时拖曳冷空气使地面降温，使得锋区维持和加强，致使雨强增幅，综合分析表明，中-β尺度能量锋区形成以后，通过锋区附近的中-β尺度的辐合线，中低压，中高压以及锋区附近驱动的扰动涡旋等中-β尺度的天气系统间的相互作用，导致了这次江苏省东北部高强度的特大暴雨。  相似文献   

“中国地壳运动观测网络”区域网GPS联测数据的处理   总被引：1，自引：0，他引：1  

马欣  段五杏  吴显兵 《测绘学院学报》2002,19(2):88-91

介绍了“中国地壳运动观测网络”1999年区域网GPS联测数据的基本情况 ,并采用所给定的处理方案对此次联测数据进行了处理。计算结果表明 :点位坐标重复性在南北方向为 2 .0mm ,东西方向为 3.0mm ,高程方向为 5 .6mm ;基线重复性达到 1.76mm +1.78L× 10 -9mm ,基线分量重复性南北方向为 1.4 0mm +1.0 5L× 10 -9mm ,东西方向为 2 .14mm +1.5 6L× 10 -9mm ,高程方向为 4 .6 9mm +2 .18L× 10 -9mm  相似文献   

地形引起的雷达辐射畸变及其校正   总被引：3，自引：3，他引：3  

张永红  张继贤  林宗坚  高武俊 《测绘科学》2002,27(4):23-26

合成孔径雷达影像由于其侧视特点 ,存在着严重的地形引起的几何畸变及辐射畸变。辐射畸变不仅对 SAR辐射标定造成困难 ,而且严重影响了影像分类、土壤湿度信息提取、森林蓄积量信息提取等应用。本文将辐射畸变归结为面积效应和局部入射角效应 ,推导了散射面积归一化因子 ,以消除辐射畸变的面积效应。提出了一种以局部入射角的线性函数表达的后向散射模型 ,在此基础上 ,给出了消除局部入射角效应的校正函数。最后 ,以RADARSAT SAR影像进行地形辐射畸变校正的试验与分析  相似文献