钢筋混凝土结构倒塌分析的前沿研究

结构倒塌分析主要涉及三个难点，即不连续位移场的描述、接触碰撞分析以及结构倒塌过程中大位移、大转动的描述。本文就国内外研究现状针对结构倒竭的评定标准以及上述三个难点做出评述，同时介绍了作者近期工作，并对今后研究工作做了展望，以供参考。     

框剪结构抗震剪力墙数量的优化准则证明

将框剪结构连续化，按振型组合法证明了同时满足规范允许顶点侧移和层间侧移角的最少抗震剪力墙数量为最优剪力墙量，相应的设计为最优设计。     

罕遇地震下多、高层支撑体系塑性极限的计算机分析

根据已建立的框架-斜撑结构的在水平地震作用下的破坏模式和极限承载力表达式，编制了计算程序。通过程序计算，可以得出结构在不同破坏模式下的承载力值。通过对承载力值进行分析，可以确定结构在水平地震作用下的最小荷载和最可能破坏模式。     

影响含硫化物的地下工程围岩中锚固体系侵蚀的主要因素研究(英文)

采用复合式衬砌的隧道及地下工程,锚喷支护系统的耐久性直接影响结构的稳定性和运营年限。锚杆主体属于钢构件,极易遭受侵蚀。从采用复合式衬砌的隧道及地下工程的结构特点可知,对于一定形式的锚杆,所遭受的侵蚀作用主要取决于锚杆与来自围岩的侵蚀性地下水的相互作用。本文探讨了含硫化物围岩中影响锚杆侵蚀的主要因素,描述了侵蚀性地下水的形成,以及锚杆侵蚀作用的物理化学机理,并提出了基于此机理的含硫化物围岩中锚杆使用年限的估算方法。     

金属矿山井下热源分析

金属矿山井下生产过程中，对劳动者最直接的危害因素主要为温度、湿度、矿尘、有毒有害气体等，导致温湿度变化的主要因素是去下热源及热应力，因此对井下热源进行调查分析就成为我们改善井下环境的首要任务。     

桩墙复合结构在抗滑工程中的应用研究

水库塌岸防治工程,具有保证斜坡整体稳定性和防止库岸再造的双重要求。特别是其上具有重要或不宜拆迁的建筑物并具有潜在不稳定的岸坡时,更应合理选择库岸防治方法,以满足该双重要求。本文在对水库岸坡特点和其防治工作特点总结的基础上,利用抗滑桩和重力式挡土墙复合结构,对三峡库区典型岸段进行了防治工程设计。     

Evolution of the West Andean Escarpment at 18°S (N. Chile) during the last 25 Ma: uplift, erosion and collapse through time

The geological record of the Western Andean Escarpment (WARP) reveals episodes of uplift, erosion, volcanism and sedimentation. The lithological sequence at 18°S comprises a thick pile of Azapa Conglomerates (25–19 Ma), an overlying series of widespread rhyodacitic Oxaya Ignimbrites (up to 900 m thick, ca. 19 Ma), which are in turn covered by a series of mafic andesite shield volcanoes. Between 19 and 12 Ma, the surface of the Oxaya Ignimbrites evolved into a large monocline on the western slope of the Andes. A giant antithetically rotated block (Oxaya Block, 80 km×20 km) formed on this slope at about 10–12 Ma and resulted in an easterly dip and a reversed drainage on the block's surface. Morphology, topography and stratigraphic observations argue for a gravitational cause of this rotation. A “secondary” gravitational collapse (50 km³), extending 25 km to the west occurred on the steep western front of the Oxaya Block. Alluvial and fluvial sediments (11–2.7 Ma) accumulated in a half graben to the east of the tilted block and were later thrust over by the rocks of the escarpment wall, indicating further shortening between 8 and 6 Ma. Flatlying Upper Miocene sediments (<5.5 Ma) and the 2.7 Ma Lauca–Peréz Ignimbrite have not been significantly shortened since 6 Ma, suggesting that recent uplift is at least partly caused by regional tilting of the Western Andean slope.     

冻土钻孔内的温度分布——冻土钻探专题之一

分析了冻土钻孔中温度分布的意义，提出了孔内温度的数学模型，计算了钻头破碎岩石产生的温度增量，提出了防止钻孔坍塌的条件。     

Effect of boundary element details on the seismic deformation capacity of structural walls

The objective of this study is to investigate the effect of boundary element details of structural walls on their deformation capacities. Structural walls considered in this study have different sectional shapes and/or transverse reinforcement content at the boundaries of the walls (called boundary element details hereafter). Four full‐scale wall specimens (3000mm (h_w)×1500mm (l_w)×200mm (T)) were fabricated and tested. Three specimens are rectangular in section and the other specimen has a barbell‐shaped cross‐section (a wall with boundary columns). The rectangular wall specimens are reinforced according to the common practice used for reinforced concrete residence buildings in Korea and Chile. In this study, the primary variable for these rectangular specimens is the content of transverse reinforcement to confine the boundary elements of a wall. The barbell‐shaped specimen was designed in compliance with ACI 318‐95. The response of the barbell‐shaped specimen is compared with those of other rectangular specimens. The effective aspect ratio of the specimens is set to two in this study. Based on the experimental results, it is found that the deformation capacities of walls, which are represented by displacement ductility, drift ratio and energy dissipation capacities, are affected by the boundary element details. Copyright © 2002 John Wiley & Sons, Ltd.     

青藏高原腹地湖泊沉积纪录的“仙女木期”古气候颤动事件

通过对青藏高原腹地钻孔岩心剖面的最新研究,用层序地层学与年代地层学和气候地层学相结合的方法,分辨出可可西里地区苟弄措湖泊沉积记录(孔深7.25 m)约30 ka BP以来的古气候变化,并在孔深3.32～1.98 m处识别出“仙女本期”的3个气候颤动事件,即:①老仙女术事件(孔深3.32～2.62 m);②中仙女本事件(孔深2.62～2.43 m);③新仙女本事件(孔深2.43～1.98 m)。这3个气候颤动事件都是以冷干时段开始、以冷湿时段结束的,并有越向后期其冷干的时段越长的变化趋势,而其后的冷湿时段却具有等时的变化趋势。岩心沉积物的有机碳、有机氮和磁化率以及化学元素含量的变化,都与仙女本期气候变化具有十分吻合的变化态势。仙女术期气候在湖泊沉积物中的响应,在青藏高原环境演化中还是首次发现,为研究第四纪末次冰期冰消期以来的气候变化提供了新的信息。