北京工人俱乐部剧场的声学设计——多用途剧场可调混响方面的进展

北京工人俱乐部始建于50年代初,在戏剧界被认为是国内演出京剧音质最好的大厅。但出于结构安全和多用途使用方面的需要,于1987年进行翻建。翻建后的观众厅要求保持京剧演出时原有的音质水平,同时,在声学上要适应多用途的需要。对此,采用了可调混响结构,并对大厅的体形、每座容积、增强早期反射声等方面也作了改进。该工程于1988年10月竣工。通过声学测定和试用表明,大厅的声学设计达到了预期目的,特别在扩大低频混响的可调幅度方面取得了新的进展。

钻柱振动倒谱分析及其钻头源信号提取方法研究

随钻地震参考信号处理的关键是从众多噪音成分中提取较弱的钻头源信号.钻头随机激励源信号由于其频率范围宽,持续时间短,易受钻柱和其他机器噪音的影响.倒谱分析方法是一种非线性滤波技术,该技术不但可以将时域卷积信号转变为倒时域信号的相加,而且通过窗函数的选择,还可消除结构混响,提取源信号.本文根据钻柱模拟实验数据,利用了倒谱滤波技术进行瞬态源信号的提取,并用该方法进行SWD参考信号的处理,从而达到钻头源信号强化的目的.

Response of Box-Type Structures Under Internal-Blast Loading

The tests of box-type structures under internal-blast loading are carried out. Then a numerical analysis of the test structures is done using a fully coupled numerical finite element model. The break-up process of the structure is simulated. The failure modes of the simulated structure agree well with the experimental results. The effects of the size of the reinforcing bars and the detailing of connections among the rebars in the concrete on the throw velocity of the fragments are discussed.

Study of Vertical Seismic Response of Concrete Self-Anchored Suspension Bridges

Based on the variational prineiple of incomplete generalized potential energy with large deflection, the vertical nonlinear vibrational differential equation of self-anchored suspension bridge is presented by taking the effect of coupling of flexural and axial action into consideration. The linear vertical equation is obtained by omitting the nonlinear term, and the pseudo excitation method(PEM). Taking the self-anchored concrete suspension bridge over Lanqi Songhua river for an example, the expected peak responses of main beam, towers and cables are calculated. And the seismic spatial effects on vertical seismic response of self-anchored suspension bridges are discussed.

Dynamic Response of Structure under Blast Load

The paper follows from the theory of explosion and interaction of an impact wave formed by the explosion and a structure. Firstly, the paper determines the parameters of the blast wave excited by a small charge explosion. The empirical formulas on the basis of our own experimental results are shown and used for the structure analysis. Evaluations of structures loaded by an explosion based on dynamic response in rotations round the central line of plate or beam systems during the dynamic load of this type is discussed in the paper and comparison of own limit values and published ones is presented. Blast loads typically produce very high strain rates in the range of 102 to 10-4 s-1. The effect of strain rate for concrete material is discussed. The formulas for increased compressive strength of concrete and steel reinforcement are presented. The ductility of structural members is influenced by the corresponding values under high strain rate of reinforcement, Damage to the structure is assessed accordingly firstly by the angle of rotation of the middle axis/surface, and secondly by the limit internal forces of the selected structure. The extreme nature of blast resistance makes it necessary to accept that structural members have some degree of inelastic response in most cases. This enables the application of structure dissipation using the ductility factor and increased of concrete strength. The limits are correlated with qualitative damage expectations. The methodology of dynamic response assessment and its application to the simple bridge structure is discussed.

Response-surface-based structural reliability analysis with random and interval mixed uncertainties

Traditional reliability analysis requires probability distributions of all the uncertain parameters.However,in many practical applications,the variation bounds can be only determined for the parameters with limited information.A complex hybrid reliability problem then will be caused when the random and interval variables coexist in a same structure.In this paper,by introducing the response surface technique,we develop a new hybrid reliability method to efficiently compute the interval of the failure probability of the structure due to the probability-interval hybrid uncertainty.The present method consists of a sequence of iterations.At each step,a response surface model is constructed for the limit-state function by using a quadratic polynomial and a modified axial experimental design method.An approximate hybrid reliability problem is created based on the response surface model,which is subsequently solved by an efficient decoupling approach.An updating strategy is suggested to improve the quality of the response surface and whereby ensure the reliability analysis precision.A computational procedure is then summarized for the whole iterations.Four numerical examples and also a practical application are provided to demonstrate the effectiveness of the present method.