Search | Engineering

订阅投稿

首页工程期刊工程焦点工程成就工程前沿关于我们 English

资源类型

期刊论文 897

会议视频 50

会议信息 2

年份

2024 2

2023 79

2022 68

2021 84

2020 55

2019 41

2018 41

2017 44

2016 36

2015 47

2014 26

2013 28

2012 34

2011 41

2010 70

2009 53

2008 35

2007 47

2006 20

2005 10

展开︾

关键词

钢结构 10

建筑科学 8

斜拉桥 8

悬索桥 6

能源 6

大直径盾构 4

桥梁工程 4

泰州大桥 4

环境 4

碳中和 4

优化设计 3

发展 3

可持续发展 3

城镇建设 3

耐久性 3

设计 3

飞机结构 3

CFD 2

CO₂封存 2

展开︾

检索范围：

排序：展示方式：

Green Construction of National Speed Skating Oval

《工程管理前沿（英文）》 2022年第9卷第1期页码 170-176 doi: 10.1007/s42524-021-0177-x

关键词： super large-span cable net structure CO₂ Transcritical Direct-cooling Ice Making System dynamic high-precision construction measurement green construction National Speed Skating Oval

HTML PDF 收藏

Damage identification of a large-span concrete cable-stayed bridge based on genetic algorithm

ZHU Jinsong, XIAO Rucheng

《结构与土木工程前沿（英文）》 2007年第1卷第2期页码 170-175 doi: 10.1007/s11709-007-0018-y

摘要： The global stability of a structure, the stiffness of its main girder and concrete tower, and the variation of the forces of its stay cables are key issues to the safety assessment of an in-service cable-stayed bridge. The efficiency and rationality of local elaborate non-damage-identification could be enhanced by the primary damage identification of cable-stayed bridges on the basis of periodic detection of the cable force and strain monitor in key sections of the main girder. The genetic algorithms of damage identification for cable-stayed bridges were investigated in this paper on the basis of the monitor data of the cable force and strain in a key section of the main girder. A damage detection program for complex civil structure was generated to implement the identification of damage location and extent. The deterioration of the structure was calculated according to the variation of monitor data. It is demonstrated that the results of damage identification from the parametric finite element method are accurate. The method had been verified using a long-span concrete cable-stayed bridge in Ningbo, which has been in use for the past four years.

关键词： accurate primary global stability complex identification

HTML PDF 收藏

跨长江黄河的高速铁路大跨度桥梁

高宗余

《中国工程科学》 2009年第11卷第1期页码 17-21

摘要：

建设中的京沪高速铁路和京广客运专线铁路，跨长江、黄河的4座大跨度桥梁都采用了钢桁梁结构，且均为多线铁路桥或公铁两用大桥，承载能力大、列车运行速度高。诸多新材料、新结构、新工艺获得运用。

关键词：高速铁路大跨度桥梁钢桁梁结构新技术

HTML PDF 收藏

超大跨度斜拉桥空气静力和动力稳定性研究

张新军,孙海凌

《中国工程科学》 2014年第16卷第3期页码 50-58

摘要：

随着斜拉桥跨度的持续增长，结构更趋于轻柔，风作用下的结构稳定性已成为超千米主跨斜拉桥设计和研究的重要问题。采用大跨度桥梁三维非线性空气静力和动力稳定性分析方法，对1400m主跨的超大跨度斜拉桥进行了空气静力和动力稳定性分析，并与同等主跨的悬索桥进行对比，从抗风性能角度探讨了斜拉桥在超千米主跨桥梁中的适用性。在此基础上，分别就主梁的高度和宽度、桥塔结构型式、桥塔高跨比、边主跨比、辅助墩设置、斜拉索锚固方式等结构设计参数对超大跨度斜拉桥空气静力和动力稳定性的影响进行了分析，指出了关键的设计参数及其合理取值。结果表明：与同等主跨的悬索桥相比，斜拉桥的结构刚度更大，空气静力和动力稳定性更好，适宜采用于超千米主跨的大跨度桥梁；超大跨度斜拉桥在增大主梁高度、减小梁宽、采用倒Y形桥塔并增大塔高、减小边跨长度、边跨设置辅助墩以及部分斜拉索地锚等情况下，都可以获得比较好的空气静力和动力稳定性。

关键词：超大跨度斜拉桥空气静力稳定性空气动力稳定性设计参数

HTML PDF 收藏

综采大跨度回采巷道锚杆—锚索减跨支护技术研究

朱永建,罗一新,张道兵

《中国工程科学》 2010年第12卷第3期页码 51-55

摘要：

针对综采大跨度回采巷道顶板难以控制的现场实际，在分析了单层岩层稳定性的主要影响因素基础上，运用UDEC3.0数值模拟软件深入研究了由单层岩层组合而成的回采巷道顶板稳定性的影响因素及其变形破坏规律。提出了通过合理布置锚索的位置，达到锚杆—锚索协同支护的减跨作用，在此基础上发挥锚杆的组合梁（拱）及悬吊作用以控制大跨度回采巷道冒顶事故的新的支护思想，并将其应用于神东矿区补连塔煤矿大跨度回采巷道，取得了良好的现场应用效果。

关键词：大跨度回采巷道顶板锚杆—锚索减跨支护

HTML PDF 收藏

超长大规格主缆单元索股成圈束股运输技术研究

陆剑峰,顾庆华,张海良,沈旺,周颂

《中国工程科学》 2010年第12卷第7期页码 13-17

摘要：

结合主跨1 650 m西堠门大桥主缆索股的运输技术，以及规格Ø5.1×169丝×4 250 m重120 t 的主缆单元索股的实例，介绍了超长大规格悬索主缆成圈束股的运输技术。

关键词：超长大规格单元索股成圈束股运输

HTML PDF 收藏

特大跨度斜拉桥施工几何控制原理的数值验证

黄灿,卜一之,张清华

《中国工程科学》 2009年第11卷第1期页码 87-91

摘要：

以苏通长江大桥为研究对象，通过数值仿真分析验证了几何控制原理的正确性。通过对施工过程中临时荷载和环境温度对于结构线形影响的系统分析和研究结果表明，在考虑施工全过程几何非线性影响的条件下，临时荷载及环境温度等因素仅影响施工过程中的结构状态，基本不影响成桥的结构线形和内力状态，几何控制原理适用于超大斜拉桥施工控制，采用几何控制原理能够获得良好的施工控制结果。

关键词：斜拉桥几何控制几何非线性数值验证

HTML PDF 收藏

Influence of damages on static behavior of single-layer cable net supported glass curtain wall: full-scale

Gang SHI, Yongjiu SHI, Yuanqing WANG, Yongzhi ZUO, Xiaohao SHI, Zaoyang GUO,

《结构与土木工程前沿（英文）》 2010年第4卷第3期页码 383-395 doi: 10.1007/s11709-010-0074-6

摘要： The single-layer cable net supported glass curtain wall has been applied in many building structures all over the world. In service, it will inevitably be subject to various damages. To study the influence of such damages on the static behavior of the single-layer cable net supported glass curtain wall, a full-scale model with the outside outline size of 4.85 m × 4.85 m and 4 × 4 grids is designed and tested. Two kinds of damages that are the cable prestress loss and cable anchorage end failure are led into the structure model during the test, and their influence has been investigated. The stiffness contribution of glass panels to the single-layer cable net supported glass curtain wall structure with or without damages and its change have been tested and analyzed. The results show that the maximum change rate of nodal deflection is 13.78% for the damage of cable prestress loss, while the change rate of nodal deflection is between 7% and 22% for the damage of cable anchorage end failure. The influence degree of the damages depends on the ratio of the structure initial stress stiffness change caused by damages to the total stiffness of the structure. The stiffness contribution of glass panels increases with the load increase. Under the same loading condition, the stiffness contribution of glass panels to the damaged structure is greater than that to the intact structure. The stiffness contribution of glass panels reduces the effect of the damages on the structural displacement and the cable tension force, but the glass panel could break if its stiffness contribution is too large.

关键词： single-layer plane cable net supported glass curtain wall damage cable prestress loss cable anchorage end failure stiffness contribution of glass panels

HTML PDF 收藏

CFRP拉索预应力超高性能混凝土斜拉桥力学性能分析

方志,任亮,凡凤红

《中国工程科学》 2012年第14卷第7期页码 53-59

摘要：

为了探讨碳纤维复合材料 (carbon fiber reinforced polymer, CFRP) 和超高性能活性粉末混凝土(reactive powder concrete, RPC)在超大跨度斜拉桥中应用的可行性，以主跨1 008 m的大跨度钢主梁斜拉桥设计方案为例，采用拉索的等强度原则将原桥钢索替换成CFRP索，考虑截面刚度、截面应力和局部稳定等要求，将原桥钢主梁替换成RPC主梁，拟订了一座等跨度的CFRP拉索、RPC主梁斜拉桥方案。采用有限元法分别对两种方案结构的静力特性、动力特性、稳定性能以及抗风性能等进行了分析与比较。结果表明：从结构受力性能角度而言，采用超高性能混凝土主梁和CFRP拉索构成千米级跨度混凝土斜拉桥的结构体系是可行的。

关键词：斜拉桥碳纤维(CFRP) 活性粉末混凝土力学性能

HTML PDF 收藏

Limit span of self-anchored cable-stayed suspension cooperation system bridge based on strength

Zhe ZHANG , Huili WANG , Xiaomeng GE , Sifeng QIN ,

《结构与土木工程前沿（英文）》 2009年第3卷第3期页码 286-291 doi: 10.1007/s11709-009-0045-y

摘要： The limit span of self-anchored cable-stayed suspension bridge is deduced. The relations among the geometrical parameters, loads and material characteristics are also analyzed. Based on the material strength and commonly used materials, the limit spans of self-anchored cable-stayed suspension bridges with concrete girder or steel girder under vertical static load are discussed in detail. The corresponding upper limit spans and the effect of the factors on the span are given. The results indicate that increasing rise-span ratio, height-span ratio and cable-stayed segment length or reducing the second dead load could increase the cooperation system span.

关键词： cable-stayed suspension self-anchored limit span

HTML PDF 收藏

Design and construction of super-long span bridges in China: Review and future perspectives

《结构与土木工程前沿（英文）》 2020年第14卷第4期页码 803-838 doi: 10.1007/s11709-020-0644-1

摘要： Super-long span bridges demand high design requirements and involve many difficulties when constructed, which is an important indicator to reflect the bridge technical level of a country. Over the past three decades, a large percentage of the new long-span bridges around the world were built in China, and thus, abundant technological innovations and experience have been accumulated during the design and construction. This paper aims to review and summarize the design and construction practices of the superstructure, the substructure, and the steel deck paving of the long-span bridges during the past decades as well as the current operation status of the existing long-span bridges in China. A future perspective was given on the developing trend of high-speed railway bridge, bridge over deep-sea, health monitoring and maintenance, intellectualization, standard system, and information technology, which is expected to guide the development direction for the construction of future super long-span bridges and promote China to become a strong bridge construction country.

关键词： long-span bridges steel box girder design technology construction technology review and future perspectives

HTML PDF 收藏

大跨度双连拱公路隧道数值模拟与围岩稳定分析

任少强

《中国工程科学》 2009年第11卷第8期页码 58-63

摘要：

公路连拱隧道是近二三十年来随着高等级公路建设发展而出现的一种隧道结构形式，具有较好的适用性和优越性，尤其适用于用地受限、山区地形复杂、道路展线困难等情况。然而，连拱隧道相对于分离隧道，施工中必然存在对围岩的多次扰动，施工难度较大。在浅埋、围岩软弱、岩溶等复杂地质条件下，这类隧道在不同施工阶段围岩的稳定性问题备受关注。以沪蓉西高速公路恩施至利川段白果坝隧道为背景，结合现场施工，利用三维弹塑性分析程序MIDAS-GTS对白果坝隧道进行了数值模拟研究，对围岩力学性状变化进行了分析，得到了隧道开挖施工中围岩的应力变化规律，针对薄弱部位提出了具体措施。

关键词：连拱隧道数值模拟围岩应力

HTML PDF 收藏

Structural design and mechanical responses of closely spaced super-span double tunnels in strongly weathered

Jiaxin HE; Shaohui HE; Xiabing LIU; Jinlei ZHENG

《结构与土木工程前沿（英文）》 2022年第16卷第6期页码 685-703 doi: 10.1007/s11709-022-0824-2

摘要： This paper presents a study of closely spaced double tunnels in Taizhou, China. One is Xiabei Mountain No. 2 four-line super-span high-speed railway tunnel (HRT), and the other is Xiabei Mountain double-line large-span subway tunnel (ST). The excavation spans of HRT and ST are 26.3 and 14 m, respectively. The two tunnels are located at different levels, and their separating distance is 17.2 m. Due to the short construction period, the HRT excavation was completed earlier than ST. The structural design of the HRT, taking account of the disturbance by the ST construction, was analyzed by a numerical simulation. It was found that the “yielding principle” design was more feasible than the “resistance principle” design when considering the safety and durability of the HRT secondary lining. The mechanical responses of the HRT during ST construction were comprehensively monitored and analyzed, including the vault settlement, horizontal convergence, surrounding rock pressure, and the internal stress in shotcrete and steel arch. Results show that the longitudinal influence range of the ST construction on the HRT was approximately 0.6–1.1 times the ST outer diameter; the disturbance was mainly generated in the ST upper bench excavation; and the final axial force of the HRT shotcrete was approximately 9–16 times that of the steel arch, which indicated that the shotcrete was the main bearing structure. The safety status of the HRT was assessed based on the monitoring data, and the minimum safety factors of the HRT shotcrete and steel arch were 1.61 and 1.89, respectively. Parametric studies were performed to show how the lining stress of HRT was affected by the relative angle, pillar width, ST excavation method and excavation footage. Finally, the design and construction optimization were proposed according to the monitoring data and parameter analysis results. This study might provide practical reference for similar projects.

关键词： double tunnels super-span structural design mechanical response numerical simulation field monitoring

HTML PDF 收藏

超长大规格高强度悬索桥主缆索股编制装备技术研究

段素敬,张海良,朱金林,沈旺,毛优达

《中国工程科学》 2010年第12卷第7期页码 18-21

摘要：

阐述了超长大规格高强度悬索主缆索股编制装备，为悬索主缆单元索股的工厂化制作提供可靠的工业装备，满足了大规模生产的需要。

关键词：超长大规格高强度悬索主缆索股编制装备

HTML PDF 收藏

Seismic experimental study on a concrete pylon from a typical medium span cable-stayed bridge

Yan XU, Shijie ZENG, Xinzhi DUAN, Dongbing JI

《结构与土木工程前沿（英文）》 2018年第12卷第3期页码 401-411 doi: 10.1007/s11709-018-0464-8

摘要：

According to the current seismic design codes of bridges in China, cable-stayed bridges have been usually required to remain elastic even subjected to strong earthquakes. However, the possibilities of pylon plastic behavior were revealed in recent earthquake damages. The lack of due diligence in the nonlinear seismic behavior of the pylon has caused a blurry understanding about the seismic performance of such widely built though less strong earthquake experienced structures. In light of this point, a 1/20 scaled concrete pylon model which from a typical medium span cable-stayed bridge was designed and tested on the shaking table longitudinally. The dynamic response and seismic behavior of the pylon were measured, evaluated and compared to reveal its vulnerable parts and nonlinear seismic performance. The results show that most parts of the concrete pylon remain elastic even under very strong excitations, which means a sufficient safety margin for current pylon longitudinal design. The most vulnerable parts of the pylon appeared first at the pylon bottom region, cracks opening and closing at the pylon bottom were observed during the test, and then extended to the lower column and middle column around the lower strut.

关键词： cable-stayed bridge pylon shaking table test seismic behavior