STRUCTURAL ENGINEERING APPLIED RESEARCH
BASIC LANGUAGE
DEVELOPED SOFTWARE PROGRAMS
Program SISMOS1
Classification of the structure in accordance with the Rules of Action for Security and Structures of Buildings and Bridges (RSA) depending on the vertical and horizontal elements, including the three main types of structures in porch, mixed-porch wall, or wall, beyond the definition of being a structure of us mobile or fixed us.
Program SISMOS2
Quantification of loads and permanent values of quasi-permanent loads of variables, the level of several floors and total accumulation at the foundations.
Program SISMOS3
Center of mass and stiffness of the building, in accordance with the RSA, according to the distribution of structural elements in plant and in height, and its features inertial.
Program SISMOS4
Calculation of seismic forces in accordance with the simplified method of static analysis permitted by the RSA, with establishment of the fundamental frequency, and seismic coefficient calculation of seismic forces at the various floors.
Program SISMOS5
Distribution of seismic forces at the various floors, according the adjacent vertical elements, the translation movement and taking into account the factor "csi" because of the rotation for the existence of an axis of symmetry in the structure.
Program SISMOS5a
Distribution of seismic forces according to the distribution of the various vertical structural elements in plant, pillars and walls, taking into account the movements of translation and rotation of the structure and the eccentricities between center of mass and stiffness in the various floors.
Program LAJES
Calculation of efforts into beaming slabs, armed in two directions, by the method of the American Concrete Institute (ACI).
Program LAJES2D
Dimensioning of bending slabs, armed in two directions, simple bending, by the method of the European du Béton - CEB (rectangular diagram of tensions).
Program LAJEFUNG
Calculation of efforts into thin slabs, with redistribution of bending moments, by the method of tracks or the equivalent gateways.
Program PUNCLAJ
Checking the security of slabs on the puncture in the regulatory conditions stipulated in the Rules of Concrete Structures of Armed and Pre-Strengthenn (REBAP).
Program AÇO3
Dimensioning of slabs armed in one direction, simple bending, by the simplified method of CEB (rectangular diagram of tensions).
Program AÇO2
Dimensioning of beams simple bending armed, only to strength, or partly to compression, by the simplified method of CEB (rectangular diagram of tensions).
Program ESFAXI
Axial efforts on pillars in the various floors and at the level of foundations, with the weight of its own and taking into account the reactions of competitors in our corresponding beams.
Program ESFAXI2
Calculation of efforts on axial pillars in the various floors and the level of foundations, with consideration of the weight itself, by the method of areas of influence, and taking into account the various combinations of actions.
Program PILARES
Dimensioning of pillars on bending composed by the simplified method permitted by the CEB and due to F. Morán.
Program COMPSIMP
Dimensioning of pillars on simple compression.
Program TIRANTES
Dimensioning of pieces in reinforced concrete to the tensile strength, coupled with transverse effort.
Program SAPATAS
Dimensioning of direct foundations, type isolated or continuous, focused or eccentric, by the method of connecting rods from authorship of A. Guérrin.
Program GRELHAS
Calculation of efforts into grids, with recticular of orthogonal beams and regular distribution in plant, by the method of deformation energy.
Program ESTACAS
Dimensioning of indirect foundations using stakes, the bending composed diverted.
Program NÚCLEO
Dimensioning of core in reinforced concrete, with any section and geometric configuration, the bending diverted, by F. Moran Cabré.
Program DINÂMICA
Determination of the own frequency in structures by the Method of Holzer.
Program ESTÁTICA
Calculation of efforts into pillars by the method of Bowman.
Program ESTÁTICA2
Calculation of efforts into walls by Method of Equal Console.
Copyright (c) 1987-1997 Maria Helena Cunha Lopes & Eduardo Cunha Lopes