1.
Comparative analysis of large-scale high piled beam-slab structure wharfs between mathematical model and physical model
大型高桩梁板式码头数模计算与物模试验比较分析
2.
So, the existed high-piled slab &beam wharf shall he demolished.
为此，需将旧的高桩梁板码头拆除。
3.
Numerical Simulation Analysis of Pile-plank and Lattice Beam Structure Composite Foundation of High-speed Railway
高速铁路桩—板、格梁结构复合地基数值模拟分析
4.
Spatial finite element method applied in beam-slab high-pile wharf′s structural design
高桩梁板码头结构设计中的空间有限元分析
5.
Structure Design of the New Integral Box-slab High-pile Wharf;
整体箱板式新型高桩码头的结构设计
6.
Research on Power Responses and Fatigue Characteristic of the New Pipe Foundation Concrete Beams and Slabs Offshore Platform
新型桩基混凝土梁板式海洋平台动力响应与疲劳特性研究
7.
Study and Application for Spacial Finite Element Mothod of Piling Wharf Designing;
高桩梁板结构码头设计中空间有限元方法的研究与应用
8.
On height computation method of pile type bridge pier and ribbed plate type abutment post
桩柱式桥墩、肋板式桥台柱顶高程计算方法
9.
Application of equivalent beam method in dyadic pile wall supporting structure
等值梁法在桩墙式支护结构中的应用
10.
A Study of Anchored Pile Foundation for High Pier Bridge;
锚固桩基础在高墩桥梁中的应用研究
11.
Finite element analysis on ultimate bearing capacity of high-pile wharf crossbeam
高桩码头横梁极限承载力有限元分析
12.
On economic comparison of flat-plate type and beam-slab for waterproof board in basement
地下室防水板采用平板式与梁板式经济性比较
13.
The Study of Application of Bulkhead Structure of Battle and Sheet Pipe Pile Foundation under High Reclamation;
高填土斜顶桩板桩承台驳岸结构应用技术研究
14.
Calculation model and calculation method for front sheet pile high platform structure
前板桩高桩承台结构计算模型及计算方法
15.
An innovative scheme of new type wharf structure(The design and construction technique of a piled wharf with monolithic box-slab superstructure)
一种创新的码头结构新型式——整体箱板式高桩码头结构设计与施工技术
16.
Analysis on Influences of Construction of Island Form Metro Station on Adjacent Bridge Piles
岛式地铁车站施工对邻近桥梁桩基的影响分析
17.
Beam type gas injection packing support plate
梁型气体喷射式填料支承板、梁型气体喷射式填料支承板施工图
18.
With the increase of the pile quantity of wharfs, the dimension of pile caps and the depth-span ratio of beams increase gradually.
港口码头基桩数量的越来越多，导致了高桩码头中桩帽尺寸和梁的高跨比逐渐加大。