板梁

板梁系是桥梁中常用的结构形式。

Plate-girder system is a common structure used in bridges .

分析了现浇混凝土异形板梁病害的成因，针对福田互通南行主桥的裂缝提出处治方案，通过采用自流免振砼和粘贴碳纤维的施工方法，取得了较好的加固效果。

Via analyzing the causes of the disease of the special-shaped cast-in-place concrete plate-girder , this paper brings forward a set of detailed treatments of construction technology .

Air（初三适用）充气胶囊在中小跨径空心板梁制作过程中的应用

Application of Charging Capsule in Air Core Beam Fabrication with Small and Large Spans

用ANSYS对T梁和空心板梁桥进行结构仿真分析的研究

Study on Simulation of T-shaped Beam and Hollow Slab Bridge by ANSYS

PC板梁锚固区微裂缝的配筋设计

On the Reinforced Design of the Minute Crack in the Anchorage Zone of PC. Plate Girders

ANSYS中的有限应变梁单元和子结构技术在板梁组合结构分析中的应用

Application of 3-D linear finite strain beam and substructure in ANSYS for the analysis of the shell-beam assembled structure

集中预制20m以下装配预应力空心板梁工法

The centralized prefabrication of the prestressed hollow girder beam under 20m long

利用动态有限元对板梁组合结构的固有频率进行求解，并与常规有限元和Ansys的计算结果进行了比较，显示出了动态有限元精度高，所需单元少的优势。

Fourth , this paper solves the frequency of stiffened plate structure , and compares the results with the ones acquired from FEM and ANSYS .

13m空心板梁用碳纤维增强复合材料（CFRP）加固后的可靠度分析

Reliability Analysis of 13m Hollow Plate Girder Strengthened with CFRP

一种新型滑升模板在预制20m空心板梁中的应用

Application of a New Kind of Slippery Template in 20 Meters Prefabricating Hollow Roof Beam

本文叙述了装配式简支空心板梁一般构造图自动绘图程序的编制思路、开发环境、实例以及体会。简要介绍了应用C语言进行AutoCAD二次开发的过程。

By using C Language and AutoCAD , the authors introduce the ideas . compiling environment and experiments of automatic drawing for the structure figure of constructional simple hollow board beam .

其中美国ALGOR公司的SuperSap通用结构分析软件应用较为广泛，属于空间板梁组合结构有限元计算方法。

American ALGOR Corporation 's Super SAP general structure analysis software is widespread , belongs to plate-beam composite structure finite element method .

后张法预制16m空心板梁中不同施工工艺的质量与成本对比分析

Comparative Analysis of Quality and Cost of Different Construction Crafts in 16m Hollow Slab Post-tensioned Beam

采用非线性动力学有限元计算程序LS-DYNA对半球形状半穿甲导弹作用下板梁结构抗穿甲性能进行了数值模拟研究。

A numerical study on the performance of a hemispherical head antiship missile penetrating the plate girder structure is presented using LS-DYNA program .

按照正常施工的张拉顺序对30m装配式后张法预应力混凝土空心板梁进行了张拉试验及锚下有效预应力检测。

The experiment of the tensioning of the 30m post tensioning prestressed concrete hollow slab on the order of normal construction was simulated by the Analysis soft ANSYS .

利用ANSYS软件，采用板梁单元对半挂式双轴、三轴散装水泥车结构进行多工况分析，分析结果与测试结果比较，证明建模正确合理。

Utilizing ANSYS software and adopting board-beam unit , a multiple working status analysis for half hanging typed biaxial and triple-axial bulk-cement truck was carried out . Comparison between result of analysis and result of test proved the modeling was correct and reasonable .

介绍跨度为100m的连续板梁高平衡同步转体提升施工，LSD液压提升系统的组成及在工程中的应用。

In this article , authors introduce the high-balance synchro swiveling lifting construction of a 100m span continuous plate beam , and components and application of the LSD fluid power lifting system .

本文以宁波南站枢纽改建工程临时铁路桥的动力监测为背景，基于ANSYS对格构柱墩&连续板梁桥在桥下基坑开挖过程中的动力特性及其变化规律进行了研究。

Taking the dynamic safety monitoring for the temporary bridge of the Ningbo south station communication hub as the engineering background in this paper , the dynamic characteristics and its variation rule of this bridge during the process of excavation are studied based on ANSYS .

最后，结合空心板梁的加固实例，研究SRAP技术和传统体外预应力加固技术加固钢筋混凝土空心板梁加固效果的差异，并对不同加固技术应用于空心板梁加固的加固效果进行了经济对比分析。

Finally , combined with hollow beam reinforced instance , we research the differences between SRAP technology and traditional external prestressing reinforcement techniques on the effect of reinforced Concrete Hollow Slab reinforcement , which applied to the reinforcing hollow beam reinforced comparative analysis of economic effect .

乐都县城西大桥为6×20m后张法预应力混凝土空心板梁桥，下部为四柱四桩式结构，桥面总宽26.5m，设计荷载为城A级。

Ledu Bridge is a post tensioned prestressed concrete hollow slab beam bridge with 6 × 20m . The substructure is a four column and four pile type structure . The total width of the bridge is 26.5m and the design loading is Chen A class .

建立了系统的无粘结部分预应力混凝土简支空心板梁桥设计理论和方法，有助于UPPC梁桥设计理论的完善及发展，并为公桥规的修订和完善提供有益的参考。

The systemic design theory and method of unbounded partial prestressed concrete bridge with simple hollow board beam is founded in this paper , which can perfect the design theory of UPPC bridge and provide benefit reference for editing the road and bridge criterion .

圆柱形胞元蜂窝夹芯板梁理论的研究

Theory of sandwich plate and beam for a circular cell honeycomb

预应力组合板梁桥的弹塑性分析

Analysis of Elasticity and Plasticity of Prestressed Composite Plate Girder Bridge

高性能预应力混凝土空心板梁系列优化设计研究

Study on Serial Optimum Design of High-performance Prestressed Concrete Hollow Plate

板梁偏心连接结构有限元分析

Finite element analysis of composite structure of eccentric beam and plate

预应力混凝土空心板梁电动液压落梁施工工艺

Electro-hydraulic Girder Falling Construction Process of Prestressed Concrete Hollow Plate Beam

所建模型采用标准重载车辆对预应力混凝土空心板梁桥进行撞击。

The model used standard overloaded vehicles and prestressed concrete slab-bridge .

对桥梁预制空心板梁的静力荷载试验

Static force load test on precast hollow slab beam of bridge

后张法预应力空心板梁施工技术和试验研究

Construction Technological and Experimental Research of Post-tensioned Prestressed Concrete Hollow Beams

带损伤预应力空心板梁力学性能分析

Analysis on Mechanical Properties of Damaged Hollow Plate Girder under Prestress