INFORMATIZATION OF CONSTRUCTION MANAGEMENT AS A BASIS FOR PREVENTING MAN-MADE ACCIDENTS

the article presents the principles and algorithms of the finite element method in solving geotechnical prob-lems taking into account seismic impacts for determining the stress-strain state of structures and slope stabil-ity, implemented in the Midas GTS NX software package. GTS NX allows you to perform calculations of various types of geotechnical problems and solve complex geotechnical problems in a single software envi-ronment. GTS NX covers the entire range of engineering and geotechnical projects, including calculations of the "base-structure" system, deep pits with various mounting options, tunnels of complex shape, consolida-tion and filtration calculations, as well as calculations for dynamic actions and stability calculations. At the same time, all types of calculations in GTS NX can be performed both in 2D and in 3D. The author does not claim to be the author of the finite element method, but he cannot do without pointing out the basic equa-tions, as this affects the definition of the boundaries of use, the formulation of algorithms for constructing calculation schemes and the analysis of calculation results.

An exceedance probability of the influence in the Building Code

Во всем мире на картах сейсмической опасности приводятся наиболее вероятные значения сейсмических воздействий. В соответствии с допустимым риском эти значения могут быть увеличены. Например, в международных нормах для расчета сейсмостойкости радиационно-опасных объектов наиболее вероятные значения ускорений увеличиваются на величину стандартного отклонения. В отечественных строительных нормах предполагается использование наиболее вероятных значений. Считается, что вследствие различных факторов расчеты воздействий сопровождаются некоторыми погрешностями, вследствие чего оценки воздействий могут быть завышены на 10, 5 и 1% для карт ОСР А, В и С соответственно. Эти оценки были существенно увеличены при округлении оценок интенсивности до целочисленных значений баллов. Однако в пояснительной записке это не было отражено. Поэтому вместо 10, 5 и 1% для карт ОСР А, В и С следуют значения 50, 45 и 41% соответственно. Поскольку баллы нельзя непосредственно использовать в инженерных расчетах, согласно строительным нормам, производится пересчет баллов в ускорения по шкале MSK-64. Однако, еще создатели шкалы MSK-64 b карт ОСР и шкалы MSK-64 указывали, что шкала занижает оценки ускорений примерно в полтора раза. Причина – в шкале MSK-64 приводятся не реальные, а фильтрованные значения. Во время создания этой шкалы основная масса зданий имела не более 5 этажей. Фильтрацией удалялись низкочастотные составляющие, неопасные для существующих зданий. Цель работы – оценить реальную вероятность превышения уровня воздействий при расчетах сейсмостойкости зданий и сооружений. Методы исследования – анализ процедур оценки расчетных воздействий с использованием карт ОСР и строительных норм. Результаты работы – показано, что нормативный уровень ускорений при расчетах сейсмостойкости более, чем в два раза ниже реальных значений All over the world, the most probable values of seismic impacts are shown on seismic hazard maps. According to the acceptable risk, these values can be increased. In domestic building codes, it is customary to use the most likely values. It is believed that due to various factors, the impact calculations are accompanied by some errors, as a result of which the impact estimates may be overstated by 10, 5 and 1% for the general SRF maps A, B and C, respectively. However, these estimates were significantly increased when rounding the intensity estimates to integer values of the scores. However, this was not reflected in the explanatory note. Since the points cannot be directly used in engineering calculations, according to the building codes, the points are converted into accelerations on the MSK-64 scale. However, even the creators of the OSR maps and the MSK-64 scale indicated that the scale underestimates the acceleration estimates by about one and a half times. The Aim of the workis to assess the real probability of exceeding the impact level when calculating the seismic resistance of buildings and structures. Research methods - analysis of procedures for assessing calculated impacts using SRF maps and building codes. Results of the work - it is shown that the standard level of accelerations in the calculations of seismic resistance is more than twice lower than the real values.

The antiresonance phenomena in seismic microzonation

The interference of incident and reflected seismic waves in the ground massif near the day surface is the cause of resonant effects. In the practice of seismic microzonation (SMZ), a resonant increase in the total seismic intensity is of particular importance. At the same time, the presence of inverse layers in the ground layers interference leads to a decrease in the intensity of the total seismic impact, what is naturally named antiresonance. The article considers the conditions for the occurrence of antiresonance and evaluates the limits of its effectiveness. The natural and man-made causes of antiresonance and the possibility of using it to reduce the intensity of seismic impacts are particularly noted.

Solving a direct problem as a new method of seismic microzonation

The article describes a new type of seismic microzonation, called the method of solving a direct problem. The main methodological technique in this case is the formation of models of the soil layer on the basis of complex engineering-geological and geophysical studies. An original computer simulation technique based on the use of a short acceleration pulse as the initial seismic impact is proposed. In the calculations of the increment of seismic intensity, a new formula is used that takes into account all the factors of the influence of soil properties on the parameters of seismic impacts – seismic rigidity, water saturation, resonant effects and the nonlinearity of the reaction of soils to strong seismic impacts. Based on the obtained data, the models of ground layers at the construction site are mapped and the parameters of seismic impacts that correspond to the properties of each model of ground massif are determined. The proposals presented in the article are reflected in the regulatory documents devoted to the SMZ of objects of increased responsibility and territorial planning.

Development of models of vibrations of critical structures and regulatory approaches to calculations for seismic impacts

The calculation of the stability of the equilibrium position required by the canceled and current norms of earthquake-resistant construction, and the calculation of the dynamic stability of various partial movements, the requirements for the necessity of which are absent both in the proposals for the norms of the new generation and in the current norms of earthquake-resistant construction, are the main ones in the calculation and design of structures taking into account their interaction with the base. Special and emergency seismic loads are identified that create an emergency situation − the occurrence of a mode of beating or resonant vibrations, as well as parametric resonance and nonlinear vibrations that occur after the loss of stability of the position of structures.

Most important results of the scientific activity of the Seismological Division GS RAS in 2016-2020 (seismic research)

The article presents the most important results of seismic studies carried out in 2016-2020 at the Seismological Division GS RAS. Work at the Chirkey’s HPP, where natural oscillations of the dam and their seasonal changes were studied in detail and a method for monitoring the natural frequencies of the structure was developed. Research at the Sayano-Shushenskaya HPP, where the processes of interaction of operating hydroelectric units with surrounding structures were studied and it was found that under certain operating conditions of the equipment, there is a 10-20-fold increase in the natural oscillations of the dam, the source of which is natural oscillations (organ vibrations) in the penstocks. A method has been developed for assessing the response of structures to seismic impacts, based on the method of coherent reconstruction of standing wave fields and allowing to calculate the vibrations of an object arising from seismic impacts at its base. The possibilities of determining the natural vibrations of large objects based on low-frequency seismological records and their monitoring are demonstrated on the example of the results of the analysis of satellite images and seismological materials when determining the causes of the landslide on the Elbashinsky dump of the Kolyvan anthracite deposit in the Novosibirsk region. The possibility of using river seismic data to study the structure of the earth’s crust at all depth, including the Moho boundary, has been substantiated using the example of data obtained during the development of the CDP-2D profile in the lower reaches of the river Lena.