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    The project of Xixiaoping Bridge(DK107+921.80) was chosen as pre-stress concrete continuous box girder bridge,whose span is 48 m+80 m+48 m. As the bridge located in the seismic area of 7 degree,the seismic design should be made.
    石太客运专线的西小坪大桥主桥(DK107+921.80)采用预应力混凝土连续箱梁方案,桥跨布置为48 m+80 m+40 m,位于七度地震区,需要进行抗震设计.
    RESEARCH ON SIMPLY SUPPORTED BEAMS WITH EQUAL SPAN ON HIGH SPEED RAILWAYS
    高速铁路简支梁桥等跨布置的理论研究
    Changshou Yangtze River Bridge that spans Yangtze River is one of huge bridges that belong to the Yuhuai railway, locates within Changshou county's borders. The bridge is comprised of (2@24+332)m PC simple supported beams+(144+2x192+144) m consecutive through truss beams+2x32m PC simple supported beams.
    长寿长江特大桥是新建铁路渝怀线上跨越长江的一座特大桥,位于长寿县境内,桥跨布置为2×24m+3×32m预应力混凝土简支梁+(144+2×192+144)m下承式连续钢梁+2×32m预应力混凝土简支梁。
    Through the comprehensive comparison of the technique and the economy, the bridge span is adopted to 1 X 32 m simple bearing bridge +(96+168 +96) m prestressed concrete continuous rigid frame bridge.
    经技术经济综合比较,桥跨布置采用1×32m简支梁+(96+168+96)m预应力混凝土连续刚构。
    The auxiliary channel bridge of Humen Bridge is a presstressed concrete continuous rigid frame bridge with the main span (150+270+150) m,which was constructed by catilever casting.
    虎门大桥辅航道桥为预应力混凝土连续刚构桥,主桥桥跨布置为(150+270+150)m,采用悬臂灌注法施工。
    The main bridge of Qi′ao Bridge is a prestressed concrete cable stayed bridge with two single column pylons and single cable plane. The arrangement of spans is (40.5+136+320+136+40.5)m.
    珠海淇澳大桥主桥为双塔独柱单索面预应力混凝土斜拉桥 ,桥跨布置为 (40 .5 + 136 + 32 0 + 136 + 40 .5 )m。
    Zhuzhou Shifeng Bridge is a reinforced concrete deck arch bridge with box rib and 11 spans. The bridge proper is made up of (3×70+3×94+5×70) m spans.
    株洲石峰大桥为 11孔上承式钢筋混凝土箱肋拱桥 ,主桥孔跨布置为 (3× 70 +3× 94 +5× 70 )m。
    The main spans of Yamen Bridge are designed as a prestressed concrete cablestayed bridge of twin pylons and single cable plane with the spans arranged as (165+338+165) m.
    崖门大桥主桥为双塔单索面预应力混凝土斜拉桥,主桥孔跨布置为(165+338+165)m。
    A bridge with main spans (29+2×35+29) m and two separate singlecell single box girders on HankouShigang Highway is a reinforced concrete continuous skew girder bridge at an angle up to 41°.
    某桥为一座交角达41°的大斜度钢筋混凝土连续斜交梁桥,主桥孔跨布置为(29+2×35+29)m,断面为两独立的单箱单室。
    The project of Xiaoxihu Yellow River Bridge in Lanzhou was chosen as partial cable stayed bridge,whose span is 81.2m+136m+81.2m with single rank ropes.
    兰州市小西湖黄河大桥采用矮塔斜拉桥方案,桥跨布置为81.2 m+136 m+81.2 m,单索面,主梁采用梯形截面单箱三室箱梁,是我国仅有的几座部分斜拉桥之一。
    The SuTong cable-stayed bridge is the largest cable-stayed bridge in the world at present with a continuous span arrangement of(100+100+300+1088+300+100+100)m.
    苏通长江公路大桥主航道桥桥跨布置为100+100+300+1088+300+100+100m,为目前世界上最大跨径的斜拉桥。
    Riverbed Evolution at and Span Arrangement for Wuhan Tianxingzhou Bridge
    武汉天兴洲大桥河床演变及孔跨布置
    Span distribution of urban viaduct considering the traffic capacity under a bridge
    满足桥下通行要求的城市高架路桥跨布置
    Preliminary Study of Span Arrangement for Bridges to be Laid with Jointless Tracks
    浅谈无缝线路轨道的桥梁孔跨布置
    When girder height in middle fulcrum is same, the span of partial cable-stayed bridge can be longer one times over than that of continuous beam.
    1 在桥跨布置方面,主边跨的比例更接近连续梁,但跨越能力较连续梁大。 当支点梁高相同时,部分斜拉桥的跨度比连续梁大一倍以上。
    It is a low-pylon cable-stayed PC box girder bridge with one single plane of cables and three spans.
    漳州战备大桥为双塔单索面三跨连续矮塔斜拉预应力混凝土箱梁桥 ,主桥孔跨布置为 ( 80 .8+132 +80 .8)m ,采用塔梁固结 ,塔梁与墩分离 ,墩顶设支座的结构形式。
    The bridge's dynamic features and train's running com fort under resonant speed of simply supported beams with equal spans are analyze d.
    分析了等跨布置的铁路简支梁桥在共振速度下的动力特性 ,及车辆运行平稳性和稳定性。
    Zhangzhou War Preparation Bridge is a 3 span partially cable stayed prestressed concrete box girder bridge with two towers and single cable plane. Spans are attributed as (80.8+132+80.8) m, the structure type of tower girder fixed, tower girder and pier separated and supports mounted on the top of pier is used.
    漳州战备大桥主桥为双塔单索面三跨连续部分斜拉预应力混凝土箱梁桥 ,主桥孔跨布置为 (80 .8+ 132 + 80 .8)m ,采用塔梁固结、塔梁与墩分离 ,墩顶设支座的结构形式。
    Staggered shear panels structures are composed of story-deep and bay-wide discrete staggered panels along height of high-rise buildings,which have high capacity of resistance to lat-eral loads when compared with the conventional frame shear wall system.
    将一系列与楼层等高和开间等宽的墙板沿框架高度隔层错跨布置形成的错列剪力墙结构较传统的框架-剪力墙结构具有优异的抵抗水平荷载的能力。
    Using the method of three-dimensional nonlinear flutter analysis, numerical flutter analyses for the Runyang Bridge over the Yangtze River are carried out including the arrangement of bridge spans, the cable sag to main span ratio, and the side span to main span ratio, and the height and dead load of the stiffening girder. Main design parameters that affect the flutter stability of long span suspension bridges are point out.
    运用大跨径桥梁三维非线性颤振分析方法 ,以润扬长江大桥为背景 ,对一些设计参数 ,如桥跨布置、矢跨比、边主跨比、加劲梁的高度和恒载集度等 ,进行了颤振的参数分析 ,并指出了影响大跨径悬索桥颤振稳定性的主要设计参数
 

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