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Main Faults in Large Span Beam Bridges 大跨径梁式桥的主要病害
large span beam bridge with high pier 高墩大跨梁桥
Discussion of Large Span Beam String Structure and Its Construction Method 大跨张弦梁结构及施工方法探讨
large span beam bridge 大跨径梁桥
The construction technology of post-tensioning methods of large span beams with bonding pre-stress bar 大跨度梁有粘结预应力筋后张法施工技术
The braces are set and the prestress concrete is used to impove the perfomance of large cantilever beam and large span bea. 辽宁大剧院的结构设计中,遇到了超大结构平面、大跨度、大空间、楼层错落不齐、大悬挑梁等技术问题。
Large span double box-beam rod structure is born out of BSS. 大跨度双箱梁钢棒拉杆组合钢结构即脱胎于张弦梁结构。
Imcomplete elastic connection is between floorslab and beam.The influence is very large for beam when large span floorslab is instantaneous deflection in removing model slab. 提出在采用平面框架结构设计中，应考虑楼板对支承梁的扭转作用的新观点。
The dome structure has unique advantage among the large span structures. 大跨度结构中,穹顶结构有着独特的优越性。
In this paper, static load experiments are illustrated and the reliability of CFRP reinforcement technology, used for reinforcing beam slab structure of large span bridge, is discussed. 文章结合对大跨度桥梁的梁板结构加固处理前后的静载试验，探讨了大跨度梁板结构应用粘贴碳纤维加固处理技术的可靠性。
In this paper,static load experiments are illustrated and the reliability of CFRP reinforcement technology,used for reinforcing beam slab structure of large span bridge,is discussed. 文章结合对大跨度桥梁的梁板结构加固处理前后的静载试验,探讨了大跨度梁板结构应用粘贴碳纤维加固技术处理的可靠性。
RESEARCH ON LATERAL WIND VIBRATION PERFORMANCES OF A LARGE SPAN TRUSS STRUCTURE OF BAOSTEEL CO. LTd. 上海宝钢大跨桁架横风向风振性能研究。
The Application of the Prestressed Concrete of Bonded Post Tensioning in the Construction of a Large Span Roof Truss. 后张法有粘结预应力砼在大跨度屋架施工中的应用
Excessive midspan lag is one of the main problems of large span prestressed concrete girder bridges. 跨中下挠过大是大跨预应力混凝土梁桥的常见病害。
The newly built bridge on the Yellow river, having a large span, is full of momentum. 这个新建的黄河桥，气势宏伟，跨径很大。
With greater width, the stiffening plate on a large span steel bridge is usually of the orthotropic type. 大跨度钢桥加劲板件由于板件幅面较大,一般采用正交异性加劲板件。
The large span large section of the roadway surrounding rock stability analysis supporting the proposed overall idea. 通过对大断面大跨度巷道围岩稳定性的分析,提出了支护的总体思路。
It introduces several problems of overhanging structure and 32m large span local transitions. 计算结果表明，结构的多项控制指标均满足规范要求，结构设计方案合理。
The spatial reticulated shells are dynamic-sensitive structures because of large span and spatial multiformity. 空间网壳跨度大、空间造型多样,往往属动力敏感性结构。
The optimized results have shown that the mechanical demands of the orthotropic steel deck stiffened plate are more easily met with larger span of cross beam and thicker top plate and U-stiffeners. 优化结果表明：适当增加横隔板间距、加大顶板和U肋厚度能更有效地满足结构受力和局部稳定要求。