无粘结部分预应力混凝土扁梁框架抗震性能试验研究

本文通过两榀按不同预应力度配置无粘结预应力筋、非预应力筋的“强柱弱梁”型无粘结部分预应力混凝土扁梁框架在水平低周反复荷载作用下的试验研究，探讨其包括裂缝分布、破坏形态、极限承载力、无粘结筋应力变化、位移延性、耗能能力等工作性能。     

两种摩擦耗能器的比较试验研究

对两种不同形式的摩擦耗能器进行了低周反复荷载试验。工其工作性能和耗能性能，并进行了带有不同摩擦片和不带摩擦片的对比试验，分析了影响耗能器性能的因素，试验结果表明，摩擦耗能支撑具有稳定的滞回性能和极好的耗能能力，摩擦片的类型与性能对摩擦耗能支撑的性能有较大的影响。     

一种断层影响基岩滑坡的失稳机理和稳定性分析

以某高速公路基岩滑坡为例．阐述了压性断层影响型滑坡的工程地质特点．总结了此类滑坡的失稳机理和失稳过程,并对拟建工况下的滑坡稳定性进行了分析。对此类工程的勘察、设计具有一定的指导意义。     

潜孔锤多工艺钻进在水文水井及工程中的应用

文章分析了潜孔锤钻进技术的优缺点,提出了根据不同地质条件及工程要求,研究与其它的先进钻进工艺方法相结合,克服该方法自身存在的某些缺点,形成了潜孔锤多工艺钻进方法,不仅拓宽了潜孔锤的使用领域,实践证明它发挥了其它钻进方法无法比拟的作用。     

浙江十种经济海藻的氨基酸含量分析

采用以异硫氰酸苯脂（ＰＩＴＣ）为柱前衍生化的ＰＩＣＯ－ＴＡＧ反相高效液相色谱法对浙江沿岸１０种经济海藻的氨基酸含量进行测定,得出以上海藻的氨基酸色谱图。发现１０种海藻的氨基酸组成基本相同。氨基酸总含量达１０．５７％～３３．５１％,其中必需氨基酸占总量的２８．２８％～４５．２２％。该测定结果可以为海藻经济开发提供参考。     

新型钢管混凝土柱框架节点低周反复荷载试验研究

本文介绍了新型钢管混凝土柱框架节 低以复荷载作用下的试验结果,对其抗震性能进行了探讨,并提出了改进设计的建议。     

Source rupture model of the 2018 Mw6.7 Iburi,Hokkaido earthquake from joint inversion of strong motion and InSAR observations

The 2018 Mw6.7 Iburi earthquake shocked the eastern Iburi region to the west of the Hidaka Collision Zone in Hokkaido,which is a destructive inland earthquake.We resolved the kinematic rupture process of the event by combining strong motions(SM)and synthetic aperture radar(SAR)images in a joint inversion.The results reveal that the duration of the whole rupture is about 17s,yielding a total seismic moment of 1.4×1019 N·m(Mw=6.7).The main slip area is located at a depth of approximately 24 km with a peak slip of～0.8m above the hypocenter.The comparison with the regional velocity model shows the earthquake was initiated in the upper mantle,while the majority of slips are located in the lower crust,which is an"aseismic"domain in the typical sandwich model.The location of the major slip area is consistent with a high-conductivity volume.We proposed a mechanism of low frictional property(＜0.3)produced by high pore pressure to explain the abnormal high dip angle and centroid depth located in the ductile lower-crust.Aftershocks are distributed in areas where the Coulomb frictional stress increases due to co-seismic displacement with a mechanism conjugating to the mainshock.     

Seismic performance of square,thin-walled steel tube/bamboo plywood composite hollow columns with binding bars

A thin-walled steel tube/bamboo plywood composite hollow column with binding bars (SBCCB) was developed using transverse binding bars to reinforce a thin-walled steel tube and bamboo plywood composite hollow column. Low reversed cyclic loading tests were performed on 9 SBCCB specimens to observe the damage process and morphology in the SBCCBs. The effects of the slenderness ratio, the net cross-sectional area of the bamboo plywood, the assembly patterns of the cross sections, and the binding bars on the stress and seismic performance were investigated. The results show that the main failure modes of the SBCCBs were cracking of different adhesion interfaces at the base of the column and fracturing of the bamboo plywood. The cross-sectional assembly pattern has a significant effect on the failure modes; increasing the cross-sectional area and the slenderness ratio of the composite column will dramatically improve the seismic performance of the SBCCBs. SBCCBs have excellent elastic deformation and seismic energy consumption characteristics. The binding bars ensure the integrity of the specimen and inhibit the failure of the adhesion interface at the base of the column. Finally, based on the measurement of the axial pressure and the stress-strain curve within elastic range of the composite columns, a simplified mechanical model and a calculation method for bearing capacity was formulated. The calculation values of bearing capacity agree well with the experimental ones, and calculation method can be used to provide guidance for engineering applications of a SBCCB.     

塔里木盆地塔北、塔中地区寒武-奥陶系碳酸盐岩中可溶有机组分的碳同位素逆转现象

沉积有机质可溶有机组分的碳同位素组成具有母质继承效应,同时受热力和生物降解作用等因素的影响。利用M AT 252同位素质谱仪分析了塔里木盆地塔北、塔中地区寒武系—奥陶系碳酸盐岩中可溶有机组分的碳同位素组成,发现它们的1δ3C值普遍发生了逆转。饱和烃组分明显富集13C,其1δ3C值的分布区间为-29.7‰~-26.2‰,平均值为-28.5‰,而沥青质组分明显富集12C,其1δ3C值的分布区间为-37.8‰~-27.1‰,平均值为-31.9‰,并且大部分样品的可溶有机组分的1δ3C值出现饱和烃>芳烃>非烃>沥青质的完全反序分布特征。综合分析认为该区寒武系—奥陶系碳酸盐岩中可溶有机组分碳同位素的逆转分布特征主要与热力作用及漫长的热演化史有关,而这种可溶有机组分碳同位素组成完全反序分布模式可以作为沉积有机质在高演化阶段的一个重要的地球化学标志。