The roof Structural system,the floor structure system and the wall Structural system are described separately and the primary components of these systems are described such as the roof,the floor beam,the wall panel,the window lintel including back to back lintel,bo
分别叙述了屋面结构体系、楼面结构体系和墙体结构体系的结构组成,包括各结构体系中的主要构件如:屋架、楼板梁、墙体、门窗过梁(背靠背过梁、箱型过梁、L过梁)、基础抗拔螺栓等。
Study on vibration comfort of long-span floor structure of Wuhan railway station under walk and jump excitation
武汉火车站大跨度楼面结构振动舒适度研究
Study on vibration comfort of long-span floor structure of Wuhan railway station under walk and jump excitation
武汉火车站大跨度楼面结构振动舒适度研究
Technologies on Constructing Wide-span Incoherent Pre-strength Beam Cover Board;
大跨度无粘结预应力梁楼盖结构施工技术
Structure design and analysis of one large span irregular plate stair
某大跨度异形板式楼梯的结构设计与分析
Structure Analysis of Main Beam in Large-span Prestressed Concrete Floor
大跨度预应力混凝土楼盖主梁结构分析
Economic Analysis of Structural Scheme Used in Large-Span Cross Beam Floor;
混凝土大跨度井式楼盖结构方案的技术经济比较
Construction Study on Large Span Structure of Double-lager Grids and Flat Slab System;
空间网架和混凝土无梁楼盖大跨度结构施工研究
Experimental Study on the Characteristics of Bending and Torsion in Long-span Prestressed Floor Beams System;
大跨度预应力次梁楼盖结构体系的弯扭受力试验研究
The Test Analysis on the Comprehensive Seismic Resistant Behaviors of the Long-span Pre-stressed Concrete Hypo-beam Floor System;
大跨度预应力次梁楼盖结构体系抗震性能试验研究
STUDY ON WIND-INDUCED DYNAMIC RESPONSE AND WIND LOAD FACTOR FOR LONG-SPAN FLAT ROOF STRUCTURES;
大跨度平屋面结构的风振响应和风振系数研究
Analysis of Stability Behavior of Large-Span Single-Layer Ellipsoid Reticulated Shell;
大跨度单层椭球面网壳结构的稳定性分析
Research on Static and Dynamic Behavior of Large-Span Single-Layer Ellipsoid Reticulated Shell;
大跨度单层椭球面网壳结构静、动力性能研究
Structural Behavior of Long-Span Steel Arches with Variable Box Sections;
大跨度箱形变截面钢拱结构的受力性能研究
Effects of Underground Structure Surrounding Soils on Dynamic Characters and Earthquake Responses of Large-Span Structures
地下室侧面土体对大跨度结构地震反应的影响
Numerical Simulation of Wind-Load Around Complex-Shaped Large-Span Structures
复杂体型大跨度结构表面风荷载的数值模拟
The span, or distance, between supports of a Single Floor should not exceed 5 metres in order to maintain a rigid construction.
单层楼面的支座之间的距离,即跨度,不应超过5米,以便保证结构的刚度。
Sequence Methods Construction Technology for High-supported Formwork, Large Span,Super Large Section Floor Slab
高支模、大跨度、超大面积楼板“跳仓法”施工技术
Technical and Economic Comparison Among Floor Structure Systems of Different Spans;
楼盖结构体系在不同跨度下的技术经济比较
The roof of the No.1 steel structure project of Harbin Meeting Exhibition and Sports Center is an ultra? large span pre? stressed string truss structure, whose supports' span is128 m long.
哈尔滨会展体育中心1号钢结构工程屋面为支座跨度128m的超大跨度预应力张弦桁架结构。
