Coupled shear‐flexural model for dynamic analysis of fixed‐base tall buildings with tuned mass dampers

An equivalent discrete model is developed for time domain dynamic analysis of uniform high‐rise shear wall‐frame buildings with fixed base and carrying any number of tuned mass dampers (TMDs). The equivalent model consists of a flexural cantilever beam and a shear cantilever beam connected in parallel by a finite number of axially rigid members that allow the consideration of intermediate modes of lateral deformation. The proposed model was validated by a building whose lateral resisting system consists of a combination of shear walls and braced frames. The results showed the effectiveness of TMDs to reduce the peak displacements, interstory drift ratio, and accelerations when the building is subjected to a seismic load. The root mean square accelerations due to along‐wind loads also decrease if TMDs are attached to the building.     

深长隧道突水地质灾害三维模型试验系统研制及其应用

 深长隧道突水地质灾害中的最小安全隔水岩层厚度研究对于工程设计施工具有重要指导意义。基于相似模型试验的方法,研制出一套深长隧道突水地质灾害三维模型试验系统。该系统由三维模型试验主装置、试样成型装置以及模拟隧洞开挖卸荷掘进装置组成,能够满足模型对所受地应力场、水压等初始环境的模拟。试验系统具有荷载稳定、可精确模拟隧洞开挖、试验方便简洁、周期短并能开展大样本统计试验等特点。将该试验系统应用于成都—兰州(成兰)铁路线龙门山隧道的突水三维模型试验中,试验围压、轴压为0.6 MPa,水压为0.2 MPa时,获得模型最小安全隔水岩层厚度为47 mm,试验结果可有效指导工程的设计与施工。     

大型沉井施工技术

通过介绍华电芜湖电厂一期设备大型沉井施工实践,提出了大型沉井地基处理、沉井制作、沉井下沉及纠偏等施工技术,并对沉井施工的质量要求进行了探讨,为类似工程提供了参考借鉴.     

某建筑物开裂分析与治理

在某2层建筑物前铺设市政管道,由于施工不当造成房屋开裂。进行调查与勘察后,分析其产生开裂的原因,并提出采用锚杆静压桩纠偏治理的方案。     

A mini-scale modeling approach to natural daylight utilization in building design

This paper purposes on shading devices as natural daylight utilization component for building design. It was proved that a proper setting for shading device could conspicuously promote the room lighting performance. Natural daylight which includes directional sunlight, diffused skylight and reflected light can also exert as a perspective of energy conservation in buildings. In order to verify a simple approach can also be workable, a mini-scale model (1:20) is employed in this study. It reveals that when a suitable altitude and azimuth is maintained, in regards to the vertical shading device and the sun position, not only is shading achieved, but the area of the daylight zone can also be substantially increased. The experiment investigated and analyzed the details of this modeling data and subsequently proposed relevant design criterion for vertical shading devices that both users and designers can apply. Namely, it proved that a mini-scale model could also assist in natural daylight utilization and building energy-conservation design.     

Damage avoidance design of special truss moment frames with energy dissipating devices

An innovative concept using energy dissipating devices, such as buckling restrained braces (BRB), is proposed for special truss moment frames (STMF). The configuration of the proposed system consists of pins introduced at the ends of the top and bottom chord elements of the special segments. Subsequently, energy dissipating devices are used in the form of diagonal braces inside the special segments. An energy-based design methodology is adopted such that the BRBs are designed to provide sufficient energy dissipation capacity with respect to seismic input energy demand on the structure. This energy-based methodology is demonstrated to be accurate by means of a series of nonlinear time-history analyses. The overall seismic response of the proposed system is contrasted with the conventional STMF in terms of story displacements, interstory drifts, story shears and overturning moments, as well as observed damage to structural elements. The proposed system leads to more predictable seismic response and would potentially allow lighter construction and significant cost savings, due to significantly reduced member forces (up to 50% compared with conventional design). Furthermore, damage to structural elements is largely mitigated, hence allowing damage avoidance design of STMFs.     

浅谈北京某大厦网壳结构安装施工工艺

对北京某大厦中庭屋盖三向网格单层柱面网壳结构的安装施工流程、施工准备工作进行了分析,重点阐述了累积滑移的施工步骤,说明了累积滑移施工是网壳工程安装过程中的重中之重,合理的滑移设备及合理的施工工艺对整个安装过程起着至关重要的作用。     

免装置手助腹腔镜脾切除门奇静脉断流术（附29例报告）

目的探讨免装置手助腹腔镜脾切除门奇静脉断流术的手术技术和可行性。方法采用免装置手助腹腔镜行脾切除门奇断流术29例。结果1例中转开腹手术,28例手术成功。手术时间70～300min,平均135min。术中出血50～1500mL,平均270mL。切除脾重500-1300g,平均810g。术后住院时间5～16d,平均9．2d。手助切口愈合良好,3例出现并发症,无手术死亡。结论免装置手助腹腔镜行脾切除门奇断流术不但安全可行,而且具有微创手术的优点,疗效满意。     

无锈蚀锚索的试验研究

无锈蚀锚索是探矿工艺研究所最近研制的一种新型非金属锚索。通过对国内外锚索索体、承压垫板、外锚具、附属零部件、张拉装置、锚索整体结构及锚索施工工艺的研究，以及两轮现场试验，结果表明无锈蚀锚索以其独特的性能，在特殊锚固环境中锚固，比钢锚索更有效、更可靠，因此具有极大的市场潜力。     

福州乌龙江大桥船舶撞击力数值模拟与分析

本文围绕福州乌龙江大桥船撞问题,对该桥3#桥墩船舶撞击力分别进行了经验公式求解和有限元数值模拟,得出了该桥在代表船型与船速下的船舶撞击力。通过对分析结果的对比分析发现,各种方法得到的结果存在较大的差异,综合比较后建议以有限元数值仿真模拟结果作为该桥船撞力标准值。根据本文的研究结果建议在桥墩周围设置一道柔性防撞设施,以减小船舶撞击对结构安全性带来的影响。