现浇连续箱梁的施工工艺     

孙思波  刘同敬 《海岸工程》2004,23(3):72-80

滨州黄河公路大桥南引桥上部构造为单箱单室大悬臂连续现浇箱梁,跨径42m,2001年12月开工,经过17个月的艰苦施工,提前顺利竣工。对该项工程的施工经验做了总结。  相似文献   

Long-Term Variations of Potential Temperature and Dissolved Oxygen of the Japan Sea Proper Water   总被引：4，自引：0，他引：4  

Hideto Minami  Yuji Kano  Kan Ogawa 《Journal of Oceanography》1999,55(2):197-205

Observed potential temperatures and concentrations of dissolved oxygen are analyzed to elucidate their variations during the period from 1958 to 1996 at Stn. P (37°43′ N, 134°43′ E) and from 1965 to 1996 at Stn. H (40°30′ N, 137°40′ E) in the Japan Sea. At Stn. P, increases of the potential temperature for the period are found below 800 m depth with the largest value of 0.16 ± 0.09°C per century at 800 m depth. At Stn. H, the potential temperature increased below 500 m depth. The increase rate has the largest value of 0.50 ± 0.18°C per century at 500 m depth and it is 0.30 ± 0.09°C per century at 800 m depth. The concentrations of dissolved oxygen increased around 800 m depth at Stn. P. At Stn. H, they increased above 800 m depth. On the other hand, they decreased below 1200 m depth at both stations. The layer of the dissolved oxygen minimum has deepened in these decades. These features appearing in the distributions of temperature and dissolved oxygen are successively simulated by a vertical one-dimensional advection-diffusion model including consumption of dissolved oxygen and termination of the deep water supply. These results suggest that the supply of the Japan Sea Proper Water into the deep layer, which is cold and rich in dissolved oxygen, has been decreasing for the last four decades. This revised version was published online in August 2006 with corrections to the Cover Date.  相似文献   

Colloid particle sizes in the Mississippi River and some of its tributaries,from Minneapolis to below New Orleans     

Colleen E. Rostad  Terry F. Rees  Stephen R. Daniel 《水文研究》1998,12(1):25-41

An on-board technique was developed that combined discharge-weighted pumping to a high-speed continuous-flow centrifuge for isolation of the particulate-sized material with ultrafiltration for isolation of colloid-sized material. In order to address whether these processes changed the particle sizes during isolation, samples of particles in suspension were collected at various steps in the isolation process to evaluate changes in particle size. Particle sizes were determined using laser light-scattering photon correlation spectroscopy and indicated no change in size during the colloid isolation process. Mississippi River colloid particle sizes from twelve sites from Minneapolis to below New Orleans were compared with sizes from four tributaries and three seasons, and from predominantly autochthonous sources upstream to more allochthonous sources downstream. © 1998 John Wiley & Sons, Ltd.  相似文献   

Seismic fracture evaluation of diaphragm joints in welded beam-to-box column moment connections     

Ching-Yi Tsai  Keh-Chyuan Tsai  Chao-Hsien Li  Chung-Che Wu  Ker-Chun Lin  Sheng-Jhih Jhuang 《地震工程与结构动力学》2020,49(13):1344-1362

Steel box columns are widely used in steel building structures in Taiwan due to their dual strong axes. To transfer the beam-end moment to the column, diaphragm plates of the same thickness and elevations as the beam flanges are usually welded inside the box column. The electro-slag welding (ESW) process is widely used to connect the diaphragms to the column flanges in Taiwan because of its convenience and efficiency. However, ESW may increase the hardness of the welds and heat-affected zones (HAZs), while reducing the Charpy-V notch strength in the HAZ. This situation can cause premature fracture of the diaphragm-to-column flange welds before a large plastic rotation is developed in the beam-to-box column joints. To quantify the critical eccentricity and the effectiveness of fracture prediction, this study uses fracture prediction models and finite element model (FEM) analysis to correlate the test results. In this study, two beam-to-box column connection subassembly tests are conducted with different loading protocols and ESW chamber shapes. To implement a fracture prediction model, the material parameters are established from circumferential notched tensile tests and FEM analysis. Test results indicate that the fracture instances can be predicted on the basis of the cumulative plastic deformation in the HAZs. Analytical results indicate that fracture instances and locations are sensitive to the relative locations of the ESW joints and beam flange. Tests also confirm that the possible fracture of the diaphragm-to-column flange joints can be mitigated by enlarging the chamber of the ESW joint.  相似文献   

Response of a scale-model pile group for a jacket foundation of an offshore wind turbine in liquefiable ground during shaking table tests     

Yung-Yen Ko  Yi-Ting Li 《地震工程与结构动力学》2020,49(15):1682-1701

To investigate the seismic response of a pile group during liquefaction, shaking table tests on a 1/25 scale model of a 2 × 2 pile group were conducted, which were pilot tests of a test project of a scale-model offshore wind turbine with jacket foundation. A large laminar shear box was utilized as the soil container to prepare a liquefiable sandy ground specimen. The pile group model comprising four slender aluminum piles with their pile heads connected by a rigid frame was designed with similitude considerations focusing on soil–pile interaction. The input motions were 2-Hz sinusoids with various acceleration amplitudes. The excess pore water pressure generation indicated that the upper half of the ground specimen reached initial liquefaction under the 50-gal-amplitude excitation, whereas in the 75-gal-amplitude test, almost entire ground was liquefied. Accelerations in soil, on the movable frames composing the laminar boundary of the shear box, and along the pile showed limited difference at the same elevation before liquefaction. After liquefaction, the soil and the movable-frame accelerations that represented the ground response considerably reduced, whereas both the movable frames and the piles exhibited high-frequency jitters other than 2-Hz sinusoid, and meantime, remarkable phase difference between the responses of the pile group and the ground was observed, all probably due to the substantial degradation of liquefied soil. Axial strains along the pile implied its double-curvature bending behavior, and the accordingly calculated moment declined significantly after liquefaction. These observations demonstrated the interaction between soil and piles during liquefaction.  相似文献   

桩-承台-土复合受力体的拟静力模型试验     

郭昭胜  贺武斌  白晓红 《岩土力学》2018,39(9):3321-3330

在1.2 m×1.2 m×1.2 m小型土工箱中完成了4组采取不同桩头连接构造的单桩-承台-土复合受力体缩尺模型的低周往复水平加载抗震试验,获得了试件破坏形态、荷载-位移滞回曲线、刚度退化曲线、桩身弯矩及桩侧土压力等数据,研究了不同桩头连接构造对试件水平受力性能的影响。研究表明：桩头部位采取不同的节点连接构造措施对桩头破坏形态和破坏程度、体系耗能能力和水平极限承载力及桩身弯矩分布规律均有一定的影响,但对桩与承台侧面的土压力分布规律和大小的影响并不显著。对于桩头普通连接的情况,以桩头嵌入深度为0.5D（D为桩径）为宜。桩头加强环连接与桩头嵌入深度1.0D时的连接具有大体相当的桩头约束效果,但加强环的制作相对复杂,其约束效果和破坏形态与加强环的截面尺寸、混凝土强度及配筋参数均有关系,应进一步深入研究。  相似文献   

Seismic performance and comparison of three different I beam to box column joints     

Z.Saneei Nia  A.Mazroi  M.Ghassemieh  H.Pezeshki 《地震工程与工程振动(英文版)》2014,(4)

Despite the inherently advantages of the box column, finding the best option for the I beam to the box column connection is the main challenge in using the box column as a structural member for special moment frames. In this paper, the seismic performance of unreinforced connection, weakened connection and strengthened connection was evaluated through a comprehensive experimental program. The seismic comparisons were fabricated by assessing the strength, ductility and energy dissipation in each configuration. Three full scale tests with several connections were carried out. All the specimens were subjected to cyclic loading and prior to failure by forming a plastic hinge in the beam, all the connections managed to reach an inelastic rotation of more than 6.0% rad. The experimental and analytical results showed that the seismic performance of the strengthened connection with flange and shear plates turned out to be the most effective in the beam to the box column connection. Moreover, the normalized stress distribution of the continuity plates revealed that the possibility of the weld fracture in unreinforced connection is more than other specimens.  相似文献   

车载作用下箱形截面梁振动特性的瞬态动力学分析     

洪芳鹏  卜昌富  黄醒春 《地震工程与工程振动》2004,24(6):53-57

论文根据磁浮交通道岔梁的结构及受力特点,通过建立合理的瞬态动力学数值模型,把列车作为高速运行的荷载动态作用于道岔梁上。采用瞬态拟动力学方法模拟钢结构梁动力响应特性。研究了道岔梁上关键点位置相应的振幅、反应加速度及其时效特性。通过计算比较精确地获得工程实际中最为关注的梁的最大振动位移和加速度。研究成果可为高速磁浮实际工程设计提供借鉴。  相似文献   

Seamount Characteristics and Mine-Site Model Applied to Exploration- and Mining-Lease-Block Selection for Cobalt-Rich Ferromanganese Crusts     

James R. Hein  Tracey A. Conrad  Rachel E. Dunham 《Marine Georesources & Geotechnology》2013,31(2):160-176

Regulations are being developed through the International Seabed Authority (ISBA) for the exploration and mining of cobalt-rich ferromanganese crusts. This paper lays out geologic and geomorphologic criteria that can be used to determine the size and number of exploration and mine-site blocks that will be the focus of much discussion within the ISBA Council deliberations. The surface areas of 155 volcanic edifices in the central equatorial Pacific were measured and used to develop a mine-site model. The mine-site model considers areas above 2,500 m water depth as permissive, and narrows the general area available for exploration and mining to 20% of that permissive area. It is calculated that about eighteen 100 km² exploration blocks, each composed of five 20 km² contiguous sub-blocks, would be adequate to identify a 260 km² 20-year-mine site; the mine site would be composed of thirteen of the 20 km² sub-blocks. In this hypothetical example, the 260 km² mine site would be spread over four volcanic edifices and comprise 3.7% of the permissive area of the four edifices and 0.01% of the total area of those four edifices. The eighteen 100 km² exploration blocks would be selected from a limited geographic area. That confinement area is defined as having a long dimension of not more than 1,000 km and an area of not more than 300,000 km².  相似文献   

基于模糊聚类分析的莱州湾南岸地下水化学分布特征研究     

毕延凤  于洪军  徐兴永  苏乔 《海洋通报》2012,31(4):361-368

针对莱州湾南岸咸水入侵区地下水质连续、渐变和边界模糊的特征,利用规格化变换对莱州湾南岸地下水化学组分数据进行标准化,采用夹角余弦法作为相似系数,用平方法计算传递闭包构造模糊等价矩阵进行模糊聚类分析,将莱州湾南岸地下水划分为3类并绘制其平面分区图.在此基础上,用探索性数据分析技术的箱线图分别识别各类地下水各组分的分位数、中位数、极值等数据分布情况,并结合 Radial 图绘制各类地下水各组分均值;利用基于 CA 舒卡列夫分类方法的 Piper三线图识别了各类地下水的水化学类型;最后在相关分析基础上选取代表性指标绘制等值线图,结合模糊聚类分区探讨了分区各指标的空间结构特征及内在机理.综合上述分析,定义玉区为海水入侵重点治理区,域区为海水入侵综合防范与整治区,芋区为卤水区.  相似文献