Energy dissipation models for RC members and structures

The unloading parameters of hysteretic models for RC members are given in terms of their shear-span-to-depth ratio and the viscous damping used to model other energy dissipation sources. They reflect the energy dissipation in full post-yield load cycles in 534 tests of rectangular or circular members. Pre-yield hysteretic energy dissipation—ignored if the model is elastic till yielding—amounts in the tests to a mean viscous damping around 8.5% and can be considered in nonlinear response-history analysis through a new model which combines constant elastic stiffness in virgin loading with hysteretic energy dissipation both before and after yielding. Models with linear behavior till yielding and hysteretic energy dissipation only after it come closer to the results of the new model if viscous damping is 5%.     

配置630 MPa级高强钢筋的混凝土柱抗震损伤指数模型修正

为了验证各种Park-Ang损伤指数修正模型能否对630 MPa级超高强钢筋混凝土柱的地震损伤进行准确评估。在配置630 MPa级高强钢筋的混凝土柱拟静力试验现象和实测数据的基础上,首先利用6种模型分别计算了8根典型试件的损伤指数,并与试验实测损伤指数范围进行了对比,分析了6种模型的适用性;然后在试验实测数据的基础上,对计算结果存在较大偏差的4种模型进行了参数拟合和模型修正。研究结果表明:Kunnath模型、Chai模型、修正的傅剑平模型、修正的王东升模型和修正的付国模型均能准确模拟630 MPa级高强钢筋柱的损伤指数发展规律,而修正后的Kumar模型计算结果反而偏小,效果较差。     

陶粒混凝土L形柱抗震性能试验研究

在试验的基础之上,讨论了剪跨比、轴压比、荷载角对陶粒混凝土L形柱抗震性能(水平承载力、刚度、延性)的影响。最后,进行了理论计算,计算值和实测值符合较好。     

内藏X形软钢板铅复合耗能器的试验研究

遵循“综合利用不同耗能原理或机制来设计新型耗能减震器”思想,研制了内藏X形软钢板铅复合耗能器,并对三种不同构造方式的软钢铅复合耗能器以及一种软钢组合耗能器进行了循环加载的对比试验,分析了这四种耗能器的工作性能与耗能性能,揭示了耗能机制。研究结果表明：内藏X形软钢板铅复合耗能器具有初始刚度较大、极限承载力较高、变形能力与耗能性能良好的特点。因为这种耗能器造价低廉、构造简单、安装方便,有一定的应用价值。     

皖南网纹红土的粒度分布特征及古环境意义

安徽宣城向阳剖面高分辨率粒度分析结果表明:1)网纹红土含有较高的胶结性很强的次生氧化铁,样品前处理时单颗粒的分散效果将会显著地影响粒度测试结果。向阳剖面不含>2mm的砾石,砂粒(>63μm)的含量也很低,粘粒(<2μm)和粗粉砂(10～50μm)明显富集;2)除底部外,向阳剖面粒度组成特征反映了明显的风成特性,但不能因此忽视其强风化特征的存在,尤其是剖面中、下部的网纹红土。应肯定向阳网纹红土的风成特性,但不能简单地称其为风积成因;3)向阳剖面磁化率值与粘粒和细颗粒含量无显著正相关性,说明磁化率值不能指示网纹红土的风化强度;4)向阳剖面粒度分布特征无法提供该剖面存在多个“沉积—成土”过程旋回的证据。向阳网纹红土更多地体现了其具有原始风成沉积和后期强烈风化的双重特性。     

Cyclic Sequences, Events and Evolution of the Sino-Korean Plate, with a Discussion on the Evolution of Molar-tooth Carbonates, Phosphorites and Source Rocks

This paper gives an account of the research that the authors conducted on the cyclic sequences, events and evolutionary history from Proterozoic to Meso-Cenozoic in the Sino-Korean plate based on the principle of the Cosmos-Earth System. The authors divided this plate into 20 super-cyclic or super-mega-cyclic periods and more than 100 Oort periods. The research focused on important sea flooding events, uplift interruption events, tilting movement events, molar-tooth carbonate events, thermal events, polarity reversal events, karst events, volcanic explosion events and storm events, as well as types of resource areas and paleotectonic evolution. By means of the isochronous theory of the Cosmos-Earth System periodicity and based on long-excentricity and periodicity, the authors elaborately studied the paleogeographic evolution of the aulacogen of the Sino-Korean plate, the oolitic beach platform formation, the development of foreland basin and continental rift valley basin, and reconstructed the evolution     

波浪作用下加固软基上大圆筒结构稳定性分析

在大型通用有限元软件ABAQUS平台上,通过二次开发,将软黏土的循环强度与D-P屈服准则相结合,基于拟静力分析建立了波浪循环作用下考虑软土地基弱化效应的大圆筒结构稳定性计算模型。结合某工程,对大圆筒结构的稳定性进行了分析。结果表明,考虑地基循环弱化效应时,大圆筒结构的稳定性安全系数显著降低;打设排水板对地基加固后,结构稳定性安全系数显著提高;在同一圆筒入土深度下,随着地基加固深度的增加,大圆筒结构稳定性安全系数明显增大。考虑地基循环弱化效应时大圆筒结构稳定性安全系数减小程度在30 %左右,建议在实际设计中应考虑软土地基循环弱化效应对大圆筒结构稳定性的影响。同时在地基不满足承载要求时,打设排水板加固软土地基是提高大圆筒结构稳定性的有效途径。     

Modeling cyclic shearing of sands in the semifluidized state

Liquefaction is associated with the loss of mean effective stress and increase of the pore water pressure in saturated granular materials due to their contractive tendency under cyclic shear loading. The loss of mean effective stress is linked to loss of grain contacts, bringing the granular material to a “semifluidized state” and leading to development and accumulation of large cyclic shear strains. Constitutive modeling of the cyclic stress-strain response in earthquake-induced liquefaction and post-liquefaction is complex and yet very important for stress-deformation and performance-based analysis of sand deposits. A new state internal variable named strain liquefaction factor is introduced that evolves at low mean effective stresses, and its constitutive role is to reduce the plastic shear stiffness and dilatancy while maintaining the same plastic volumetric strain rate in the semifluidized state. This new constitutive ingredient is added to an existing critical state compatible, bounding surface plasticity reference model, that is well established for constitutive modeling of cyclic response of sands in the pre-liquefaction state. The roles of the key components of the proposed formulation are examined in a series of sensitivity analyses. Their combined effects in improving the performance of the reference model are examined by simulating undrained cyclic simple shear tests on Ottawa sand, with focus on reproducing the increasing shear strain amplitude as well as its saturation in the post-liquefaction response.     

松科1井南孔白垩系姚家组沉积序列精细描述:岩石地层、沉积相与旋回地层

中国白垩纪大陆科学钻探松科1井南孔连续取姚家组岩心长157.67m,岩心收获率为99.96%。上白垩统姚家组对应着三冬阶和坎潘阶下部。松科1井南孔姚家组岩心的精细描述,揭示其岩性-岩相-旋回的沉积序列及其过程。姚家组中可识别基本岩石类型11种,相类型为浅湖、半深湖和三角洲前缘3种亚相,白云岩沉积、泥质灰岩沉积、浅湖和深湖浊流沉积、河口坝、远砂坝、席状砂、分流间湾、水下滑塌沉积、浅湖和深湖静水泥沉积11种沉积微相。姚家组可识别的米级旋回(六级旋回)有8种类型,可划分出151个米级旋回。这些米级旋回叠加成45个五级旋回、9个四级旋回和3个三级旋回。完整组段厘米级刻画为高精度沉积过程研究提供了可能。姚家组红层厚度占姚家组总厚度的43%,作为该时期已被揭示的全球为数不多的陆相红层之一,厘米级刻画的姚家组大套陆相红层为全球白垩纪富氧事件研究提供了可能的立典剖面。