The structural pounding caused by an earthquake may damage structures and lead to their collapse. This study is focused on the between two adjacent asymmetric with different dynamic properties resting surface of elastic half-space. An exploration relationship effects seismic analysis impact response torsional buildings under SSI has been presented. In this paper, authors have proposed a procedu...

A series of centrifuge model tests were conducted to study the interaction between successively constructed adjacent foundation pits. The stress, deformation, and earth pressure on retaining structures settlement soil two pits during successive construction investigated by a comprehensive instrumentation program. To reveal effect sequence, both stress deformation compared. results showed that s...

The present paper states and provides an analytical solution for the problem of evaluating settlement load-bearing capacity weighty soil layers limited thickness resting upon incompressible bases excavation pit wall exposure foundation to a distributed load in vicinity wall. authors develop method determining stressed state component reduced engineering based on Ribere–Faylon trigonometric seri...

This paper presents an animation which simulates construction process by applying tower cranes to assemble shared steel forms in a site of six buildings. Only two sets of steel forms are provided. The animation is simulated based on the length of a cycle .and the number of cycles (a unit period of time) spent for sliding slabs down and moving cranes to next building's location. The first case s...

Abstract—In order to prevent encountering unpredictable factors, geotechnical engineers always conduct numerical analysis for braced excavation design. Simulation work in advance can predict the response of subsequent excavation and thus will be designed to increase the security coefficient of construction. The parameters that are considered include geological conditions, soil properties, soil ...