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Study of the influence of a pelmet type wind deflector on indoor air motion 球片式导风板对室内空气运动影响的研究
Building Science
Pub Date : 1975-12-01 DOI: 10.1016/0007-3628(75)90035-3
I. Chand, P. Bhargava, N.L.V. Krishak
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引用次数: 0
Improved traffic design methods for lift systems 改进电梯系统的交通设计方法
Building Science
Pub Date : 1975-12-01 DOI: 10.1016/0007-3628(75)90040-7
G.C. Barney , S.M. dos Santos

This paper sets out improved procedures, based on investigations carried out at UMIST, for the design of lift systems. All major traffic conditions are considered and both manual, computer assisted and calculator procedures are outlined. No attempt is made to detail the theoretical and research bases.

本文根据在麻省理工学院进行的调查，为电梯系统的设计提出了改进的程序。考虑到所有主要交通情况，并概述了手动、计算机辅助和计算器程序。本文没有尝试详细阐述理论和研究基础。
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引用次数: 9
Model verification of analogue infiltration predictions 模拟入渗预测的模型验证
Building Science
Pub Date : 1975-12-01 DOI: 10.1016/0007-3628(75)90034-1
R.E. Bilsborrow , F.R. Fricke

A survey of current methods of calculating natural ventilation and infiltration rates showed that most design recommendations are based on the results of digital analogue studies. As the natural ventilation rate calculation methods reviewed make a number of simplifying assumptions, which have not been experimentally verified, studies have been carried out, using scale model buildings in a wind tunnel, to investigate the validity of these methods. Calculated ventilation rates were found to be up to 30% higher than the model ventilation rates.

一项对目前计算自然通风和渗透率的方法的调查表明，大多数设计建议都是基于数字模拟研究的结果。由于所审查的自然通风量计算方法进行了许多简化的假设，这些假设尚未得到实验验证，因此在风洞中使用比例模型建筑物进行研究，以调查这些方法的有效性。计算出的通风率比模型通风率高出30%。
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引用次数: 6
The bearing capacity of joints between walls and floor slabs in multistorey buildings 多层建筑墙体与楼板间接缝的承载力
Building Science
Pub Date : 1975-12-01 DOI: 10.1016/0007-3628(75)90039-0
F. Bljuger

The paper deals with determination, by traditional and probabilistic methods, of the bearing capacity of joints between walls and floor slabs. All principals factors affecting the probability of limit states being attained are taken into account. The probability analysis is based on specific statistical data.

本文讨论了用传统方法和概率方法确定墙体与楼板间节点承载力的问题。所有影响达到极限状态概率的主要因素都被考虑在内。概率分析是基于具体的统计数据。
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引用次数: 1
Preliminary studies of a cabled water tower 电缆水塔的初步研究
Building Science
Pub Date : 1975-12-01 DOI: 10.1016/0007-3628(75)90037-7
E.M. To , J.S. Gero

This paper presents the concept of the cabled water tower and describes the preliminary investigation, design, construction, instrumentation and testing of a 1:12 scale model of a prototype of a 100,000 gal (453 m3) capacity. The prototype consists of a central steel core of 2.38 ft (703 mm) dia and an external system of cables in form of a hyperboloid of revolution supported vertically between two fixed rings. A water proofing membrane is placed inside the cable system distributing the water load onto the cables. Test results established the feasibility of the new concept and the method of analysis and design of cabled water towers developed here was validated.

本文介绍了电缆水塔的概念，并描述了一个容量为100,000加仑(453立方米)的1:12比例模型的初步调查、设计、建造、仪器仪表和测试。原型由一个直径为2.38英尺(703毫米)的中央钢芯和一个垂直支撑在两个固定环之间的双曲面形式的外部电缆系统组成。电缆系统内部放置防水膜，将水负荷分散到电缆上。试验结果证实了新概念的可行性，并验证了本文提出的电缆水塔分析设计方法。
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引用次数: 0
The use of cluster analysis in multi-storey layout planning 聚类分析在多层平面布局规划中的应用
Building Science
Pub Date : 1975-12-01 DOI: 10.1016/0007-3628(75)90041-9
D. Carter, B. Whitehead
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引用次数: 7
The bearing capacity of joints between walls and floor slabs in multistorey buildings 多层建筑墙体与楼板间接缝的承载力
Building Science
Pub Date : 1975-12-01 DOI: 10.1016/0007-3628(75)90039-0
F. Bljuger
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引用次数: 1
Integrated environment in building design 建筑设计中的综合环境
Building Science
Pub Date : 1975-10-01 DOI: 10.1016/0007-3628(75)90021-3
P.E. O'Sullivan
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引用次数: 1
Integrated environment in building design: Edited by A. F. C. Sherratt Applied Science, London (1974), 281 pp., Price £10.00 建筑设计中的综合环境:a.f.c. Sherratt主编《应用科学》，伦敦(1974)，281页，价格10.00英镑
Building Science
Pub Date : 1975-10-01 DOI: 10.1016/0007-3628(75)90021-3
P. O'sullivan
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引用次数: 1
Ultimate strength of continuous composite beams 连续组合梁的极限强度
Building Science
Pub Date : 1975-10-01 DOI: 10.1016/0007-3628(75)90018-3
S.K. Mallick , S.K. Chattopadhyay

Eight two-span and ten three-span beams, all with a concrete slab connected to a steel joist, were tested to destruction under various arrangements of concentrated loads. The maximum load was carried at failure in practically all the beams. The curvature distributions along the zones of positive and negative moments have been used to deduce the hinge rotations. A simple procedure for design has also been indicated.

8个两跨和10个三跨梁，都有一个混凝土板连接到钢托梁，在各种集中荷载的安排下进行了破坏试验。几乎所有梁在失效时都承受了最大载荷。沿正弯矩和负弯矩区域的曲率分布被用来推导铰链的旋转。并给出了一个简单的设计程序。
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引用次数: 8
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