Frame buildings
Modal strain-based post-earthquake damage characterization of r/c frame buildings
... multi-storey buildings, no systematic comparative study has been undertaken to assess vis-à-vis their potential for damage localization and severity characterization relying on modal properties before and after a ...
13
Performance of RC Frame Buildings with Infill Using UPBD Method
... Performance-Based design (PBD) is an alternative seismic design approach in place of traditional force-based method of design, where, a structure can be designed for intended performance objectives. The performance ...
7
Effect of Masonry Infills on Seismic Performance of RC Frame Buildings
... ABSTRACT: Reinforced concrete frames with masonry infill walls are widely used systems as an internal partition and external walls in many part of the world. The infill walls are used for mainly partition and insulation ...
8
Comparative Study on Seismic Response of Masonry Infilled RC Frame Buildings and Mivan Buildings with Different Percentage of Wall Openings
... RC frame infilled structures and mivan structures with different percentage of wall openings are modeled and compared both masonry infilled frame buildings and mivan buildings with parameters ...
5
Analytical Simulation of Seismic Collapse of RC Frame Buildings
... RC frame buildings in comparison with conventional lumped plasticity models is investigated in this ...portal frame indicate that the variation of axial loads in columns may result in accelerated ...
13
The Effect of Analysis Methods on the Response of Steel Dual-System Frame Buildings for Seismic Retrofitting
... dual-system frame buildings using four main types of structural analysis (Linear Static, Linear Dynamic, Nonlinear Static and Nonlinear Dynamic Analyses) with regard to "Seismic Rehabilitation Code for ...
15
Modeling of RC Frame Buildings for Progressive Collapse Analysis
... concrete frame buildings subjected to extreme loading conditions, such as the sequential removal of load carrying vertical elements, is presented in this ...
13
Improvement of strength and stiffness of components of main struts with foundation in wooden frame buildings
... residential frame buildings is becoming more and more popular ...the frame of modern wooden buildings are two- and three-hinged frames, in which the main elements are the struts and ...
6
On the fundamental period of infilled RC frame buildings
... 75 The aim of the work presented herein is to investigate the fundamental period of vibration 76 of 14 storey RC bare and infilled-frame buildings by means of a finite-elements modeling [r] ...
38
A Retrofitting Framework for Pre Northridge Steel Moment Frame Buildings
... Since then, steel moment-frame buildings have gone through several stages of development. The built-up sections were largely replaced by hot-rolled structural sections. The perimeter masonry in- fill walls ...
241
Effect of Setback on Fundamental Period of RC Frame Buildings with Brick Infills
... K. This change in fundamental period due to change in bay width is found to be considerable and it cannot be ignored. The code based empirical equation for the estimation of fundamental period does not take in account ...
9
A Plastic Design Method for RC Moment Frame Buildings against Progressive Collapse
... In this study, progressive collapse potential of generic 3-, 8- and 12-storey RC moment frame buildings designed based on IBC-2006 code was investigated by performing non-linear static and dynamic analyses. ...
6
The Effect of Local Damage on Energy Absorption of Steel Frame Buildings During Earthquake
... damaged frame had more value in comparison with that in the first ...damaged frame, sum of plastic hinges rotations of the frames ...damaged frame and the one beside it had the most participation in ...
10
Seismic Analysis of RC Shear Wall Frame Buildings with and without Openings in Shear Wall
... apartment buildings with typical floor plan of 25mx12m and floor height of 3m with different openings size and location in shear walls were modeled in ...the buildings was performed as per IS 1893 (part 1): ...
5
Improving Seismic Collapse Risk Assessments of Steel Moment Frame Buildings
... with Frame-2d and for being patient with me through my countless questions about finite element modeling and seismic design when I was starting my research at ...
265
Effect of Eccentric Shear Stiffness of Walls on Structural Response of RC Frame Buildings
... RC frame building is selected and four different configurations of shear walls are ...RC frame building and the shear wall was subjected to earthquake forces based upon UBC seismic zone of 2A to ...
12
SEISMIC EVALUATION OF R.C.C FRAME BUILDINGS WITH LINEAR AND NON – LINEAR STATIC ANALYSIS
... These buildings are firstly designed for gravity loading and seismic loading as per code IS: 456 -2002 and IS: 1893-2002 design ...Designed buildings are assess by Linear Static Analysis as per code IS: ...
12
Seismic Performance of RC Frames Irregular in Elevation Designed Based on Iranian Seismic Code
... concrete buildings with setbacks designed to Iranian seismic code has not yet been ...RC frame buildings with different types of setback (irregularity in elevation), designed to the provisions of the ...
16
Inelastic Versus Elastic Displacement-Based Intensity Measures for Seismic Analysis
... concrete frame buildings (4-, 10-, and 16-storey high) located in Vancouver, Canada subjected to a selected set of records scaled to different intensity ...
5
MODAL ANALYSIS OF REAL TIMBER FRAME HOUSES WITH DIFFERENT INSULATION MATERIALS
... The purpose of this article is to present the results of the comparison of modal analysis of two numerical models of actual structure of timber frame buildings, insulated with mineral wool and with ...
7