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 Structural Design of High Rise Buildings. Detailed Background, Evolution, Analysis and Design of High Rise Multi Storey Reinforced Concrete and Structrual Steel Buildings
Наименование:

Structural Design of High Rise Buildings. Detailed Background, Evolution, Analysis and Design of High Rise Multi Storey Reinforced Concrete and Structrual Steel Buildings

автор Druzhkova S.G. издательство Книга по Требованию Организация здравоохранения
Cтраниц 220        мягкая обложка       
Аннотация:In this time of dilemma, civil engineers rose to the occasion and faced the challenge of providing accommodation to a large number of citizens in a limited space, defiantly. Some decades back, there were no softwares to carry out the analysis and design of high-rise buildings. Hence, the proposal of high-rise buildings was put forward. In addition, the effect of wind load also becomes more With the passage of time and advancement in technology, people headed to cities from villages in pursuit of better occupations and luxurious lifestyles. As the cities ran out of space, it became problematic to accommodate the ever- increasing population. With the progress of time, as computer softwares were developed, a new era of civil engineering dawned, which made it possible to analyze and design high-rise buildings. High-rise buildings are, however, susceptible to earthquakes.
Автор: Druzhkova S.G.
Издательство: Книга по Требованию
Год:2010
Цена:
3233 руб
Нет в наличии
Поиск: Structural Design of High Rise Buildings. Detailed Background, Evolution, Analysis and Design of High Rise Multi Storey Reinforced Concrete and Structrual Steel Buildings
НОВЫЙ ГОД СИМВОЛ 2013 ГОДАУКРАШЕНИЯ
КАРНАВАЛ НА НОВЫЙ ГОД РАСПРОДАЖА
Ортомолекулярная медицина Orthomol Устрание причин заболеваний. Ортомоль это новый метод для лечения и профилактики болезней. Orthomol - ортомолекулярная медицина.
Работа с двумерными числовыми массивами

Процедура Ge MaxVals, которая, перебирая все строки матрицы, находит в каждой максимальный элемент, записывает его значение в массив maxVal, а его номер столбца в массив maxValCol. Предварительно процедура выделяет необходимую намять для этих массивов. Листинг: 1 { формирует массив максимальных элементов maxVal и массив номеров столбцов, содержащих максимальные элементы maxValCol на основе матрицы arr } procedure Ge MaxVals(var maxVal, maxValCol: Vec or; co s arr: Ma rix); var Row , Col , maxI Row: i eger; begi //выделим необходимый для каждого массива объём памяти Se Le g h(maxVal, high(arr) 1); Se Le g h(maxValCol, high(arr) 1); for Row := low(arr) o high(arr) do begi //для каждой строки maxVal:= low(i eger);//по умолчанию максимальное значение -2147483648 maxValCol:= -1;//по умолчанию номер столбца с макс элементом -1 for Col := low(arr) do begi //для каждого столбца if arr he begi //если элемент больше макс значения, то maxVal;//максимальное значение приравняем элементу maxValCol:= Col ;//номер столбца приравняем текущему столбцу e d; e d; e d; e d; Суммы элементов между диагоналями Далее идут функции, осуществляющие подсчёт сумм элементов выше и ниже пересечения диагоналей, а так же смену местами этих элементов.
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