effect of opening on behaviour of shear wall
... of buildings or arranged in the form of core that houses stairs and lifts. Due to functional requirements such as doors, windows, and other openings, a shear wall in a building contains many openings. The size and location of openings may vary from architectural and functional point of view. In most ...
... of buildings or arranged in the form of core that houses stairs and lifts. Due to functional requirements such as doors, windows, and other openings, a shear wall in a building contains many openings. The size and location of openings may vary from architectural and functional point of view. In most ...
IOSR Journal of Mechanical and Civil Engineering (IOSR-JMCE) e-ISSN: 2278-1684,p-ISSN: 2320-334X,
... Discussion Of Results And Conclusion ...
... Discussion Of Results And Conclusion ...
Micro-sheeting of granite and its relationship with landsliding
... (Fig. 4). This consistent relationship between lowangle joints or micro-joints and slopes strongly suggests that these joints were made under the in¯uence of slope morphology. 4.1.2. The Aratani River The landslides of June 1999 stripped vegetation cover from the mountain slopes, exposing underlying ...
... (Fig. 4). This consistent relationship between lowangle joints or micro-joints and slopes strongly suggests that these joints were made under the in¯uence of slope morphology. 4.1.2. The Aratani River The landslides of June 1999 stripped vegetation cover from the mountain slopes, exposing underlying ...
... governing criteria for design, dual systems must be used [9]. The most optimum case comes out to be Case 1c because of low base shear value and greater time period that impart more ductility in the structure [10]. It is also worth mentioning the economic benefits associated with thinner cross sectio ...
CIVIL14 - aes journals
... buildings has been a continuously evolving process since the growth in tall buildings began in1880s. From structure engineer’s point of view tall buildings may be defined as one that, because of its height, it is affected by the lateral forces due to wind or earthquake to an extent that they play an ...
... buildings has been a continuously evolving process since the growth in tall buildings began in1880s. From structure engineer’s point of view tall buildings may be defined as one that, because of its height, it is affected by the lateral forces due to wind or earthquake to an extent that they play an ...
Rock Sizing for Bank Stabilisation
... severe bank erosion, and thus are not usually in the need of rock protection. In most cases where bank erosion has occurred, there is usually some local condition, e.g. locally induced turbulence or a channel bend, that results in flow velocities adjacent to the bank being equal to, or greater than, ...
... severe bank erosion, and thus are not usually in the need of rock protection. In most cases where bank erosion has occurred, there is usually some local condition, e.g. locally induced turbulence or a channel bend, that results in flow velocities adjacent to the bank being equal to, or greater than, ...
Local Analysis
... In general, the solution procedure of local/global analysis used in this study can be briefly characterized into the following main steps. A single solder ball (i.e., the local model) is first defined, and moreover, its elastic-plastic characteristics is extensively simulated using an equivalent bea ...
... In general, the solution procedure of local/global analysis used in this study can be briefly characterized into the following main steps. A single solder ball (i.e., the local model) is first defined, and moreover, its elastic-plastic characteristics is extensively simulated using an equivalent bea ...
Power_Point_ - An-Najah National University
... Where Ln : The maximum spacing between the columns. ...
... Where Ln : The maximum spacing between the columns. ...
- The IJST
... towards more tall and slender structures. Therefore for tall buildings it is essential that the structure must be sufficiently stiff to resist the lateral loads caused by wind and seismic motion. Lateral loads can develop high stresses, produce sway movement or cause vibration. Therefore, it is very ...
... towards more tall and slender structures. Therefore for tall buildings it is essential that the structure must be sufficiently stiff to resist the lateral loads caused by wind and seismic motion. Lateral loads can develop high stresses, produce sway movement or cause vibration. Therefore, it is very ...
Word Pro - list of studies.lwp
... The vibration magnitude that results at a given location has been found to be primarily dependent upon the distance of the blast from that location and the weight of explosive detonated at a single instant during the blast. Specifically, the vibration magnitude has been found to be proportional to t ...
... The vibration magnitude that results at a given location has been found to be primarily dependent upon the distance of the blast from that location and the weight of explosive detonated at a single instant during the blast. Specifically, the vibration magnitude has been found to be proportional to t ...
Time Period Analysis of Reinforced Concrete Building With And
... Rigid frames have been used in the past for 1.Introduction:The magnitude and intensities of earthquakes are varies from place to place causing tall buildings and are still used up to certain low to severe destructive powers on engineered heights[4]. However, they are not so efficient for properties ...
... Rigid frames have been used in the past for 1.Introduction:The magnitude and intensities of earthquakes are varies from place to place causing tall buildings and are still used up to certain low to severe destructive powers on engineered heights[4]. However, they are not so efficient for properties ...
Introduction to Lateral Force Resisting Systems
... Used primarily to achieve some architectural purpose. Floor are hung from a truss on an upper level Tension members can be smaller than columns would be in same place. Accumulated lengthening of tension members may cause extreme deflection problems at lowest hung floor. This can be controlled by ...
... Used primarily to achieve some architectural purpose. Floor are hung from a truss on an upper level Tension members can be smaller than columns would be in same place. Accumulated lengthening of tension members may cause extreme deflection problems at lowest hung floor. This can be controlled by ...
A numerical approach for one dimensional thermal consolidation of
... hydraulic and thermal flows within the mass of soil and changes in the mechanical properties with temperature. The objective of this paper is presentation of a numerical method to determine the effect of temperature on consolidation of clays. In this regard, the finite element code, PISA is used for ...
... hydraulic and thermal flows within the mass of soil and changes in the mechanical properties with temperature. The objective of this paper is presentation of a numerical method to determine the effect of temperature on consolidation of clays. In this regard, the finite element code, PISA is used for ...
MS Word Technical Paper Template - PBD-III
... In the 2011 Great East Japan Earthquake, liquefaction occurred in the reclaimed land in the Urayasu area of the Tokyo Bay coast, causing serious damage to wooden houses. The reclaimed land that exhibited liquefaction was new ground, whose development started in 1965. According to an engineer who sup ...
... In the 2011 Great East Japan Earthquake, liquefaction occurred in the reclaimed land in the Urayasu area of the Tokyo Bay coast, causing serious damage to wooden houses. The reclaimed land that exhibited liquefaction was new ground, whose development started in 1965. According to an engineer who sup ...
INTRODUCTION: (Importance to a Civil Engineer): The earlier
... In a major engineering project, each of these stages might be carried out and reported on by a consultant specialising in geology, geophysics or engineering (with a detailed knowledge of soil or rock mechanics). However, even where the services of a specialist consultant are employed, an engineer wi ...
... In a major engineering project, each of these stages might be carried out and reported on by a consultant specialising in geology, geophysics or engineering (with a detailed knowledge of soil or rock mechanics). However, even where the services of a specialist consultant are employed, an engineer wi ...
Thiago T
... 5) Developed algorithm in C++ that formats large output files. The output files are created by atmospheric dispersion software (i.e., CHEMACCS) used to estimate the risks of chemical weapons spills and evaporation in the atmosphere. Before the algorithm was developed, the task of introducing the res ...
... 5) Developed algorithm in C++ that formats large output files. The output files are created by atmospheric dispersion software (i.e., CHEMACCS) used to estimate the risks of chemical weapons spills and evaporation in the atmosphere. Before the algorithm was developed, the task of introducing the res ...
L - American Journal of Engineering Research
... The push over analysis is done for the collapse analysis of the structure. It is a nonlinear static analysis. In this predefined loading pattern is distributed along the building height. These lateral forces increases until certain level of deformation reached or the total collapse of the structure. ...
... The push over analysis is done for the collapse analysis of the structure. It is a nonlinear static analysis. In this predefined loading pattern is distributed along the building height. These lateral forces increases until certain level of deformation reached or the total collapse of the structure. ...
Dynamic and Pushover Analysis of 8 Storey Building (G+8
... taken as 125mm thick. The foundation height is 1.5m and the height of the all four stories is 3m. The modulus of elasticity and shear modulus of concrete have been taken as E = 2.55 ×107 kN/m2 and G = 1.06 ×107 kN/m2. ...
... taken as 125mm thick. The foundation height is 1.5m and the height of the all four stories is 3m. The modulus of elasticity and shear modulus of concrete have been taken as E = 2.55 ×107 kN/m2 and G = 1.06 ×107 kN/m2. ...
Effect of acidic water on physico-mechanical behaviour of rock
... acidic environment has not been reviewed properly in recent years . The presence of acidi c water at mine fac es in Indian geo-mining conditions very often pose time consuming interruptions in the excavation process. If the water get acidic, it affect s most of the mining operations and the efficien ...
... acidic environment has not been reviewed properly in recent years . The presence of acidi c water at mine fac es in Indian geo-mining conditions very often pose time consuming interruptions in the excavation process. If the water get acidic, it affect s most of the mining operations and the efficien ...
NONLINEAR DYNAMIC ANALYSIS OF BEAMS WITH VARIABLE
... undergoing large deflections has been presented. The governing equations have been derived considering the dynamic equilibrium in the deformed configuration. The presented solution is based on the concept of the analog equation, which converts the two coupled nonlinear equations of motion into two q ...
... undergoing large deflections has been presented. The governing equations have been derived considering the dynamic equilibrium in the deformed configuration. The presented solution is based on the concept of the analog equation, which converts the two coupled nonlinear equations of motion into two q ...
eos.ubc.ca
... design the next phase of an open pit layout (e.g. pushback). 2. Slope monitoring techniques 2.1. Investigative monitoring For slope monitoring to be most effective, the data should first be used to gain a baseline understanding of the slope behavior before using it for predictive purposes and defining ...
... design the next phase of an open pit layout (e.g. pushback). 2. Slope monitoring techniques 2.1. Investigative monitoring For slope monitoring to be most effective, the data should first be used to gain a baseline understanding of the slope behavior before using it for predictive purposes and defining ...
Introduction to Cartography GEOG 2016 E
... Categories of Surveying • Plane Surveying – Surveying with the reference base for fieldwork – Surface is assumed to be flat horizontal – Generally within a radius of about 20 km, the pull of gravity is nearly parallel – hence horizontal lines can be considered straight ...
... Categories of Surveying • Plane Surveying – Surveying with the reference base for fieldwork – Surface is assumed to be flat horizontal – Generally within a radius of about 20 km, the pull of gravity is nearly parallel – hence horizontal lines can be considered straight ...
composite slab numerical strength test method under mk
... Fig. 1) happen before reaching the plastic bending capacity of the composite slab, and will result in inadequate shear connection between the profiled sheeting deck and the hardened concrete. This is primarily due to the fact that ultimate load associated with shear bond loss between the steel sheet ...
... Fig. 1) happen before reaching the plastic bending capacity of the composite slab, and will result in inadequate shear connection between the profiled sheeting deck and the hardened concrete. This is primarily due to the fact that ultimate load associated with shear bond loss between the steel sheet ...
A Proposal for Seismic Design of Geosynthetic Reinforced Steep
... vertical spacing between geosynthetic layers can also be achieved. Some methods have been proposed in the last decades and three different approaches can be distinguished. The first approach, limited to reinforced soil slopes, is an extension of the classical limit equilibrium slope stability method ...
... vertical spacing between geosynthetic layers can also be achieved. Some methods have been proposed in the last decades and three different approaches can be distinguished. The first approach, limited to reinforced soil slopes, is an extension of the classical limit equilibrium slope stability method ...
Slope stability analysis
Slope stability analysis is performed to assess the safe design of a human-made or natural slopes (e.g. embankments, road cuts, open-pit mining, excavations, landfills etc.) and the equilibrium conditions. Slope stability is the resistance of inclined surface to failure by sliding or collapsing. The main objectives of slope stability analysis are finding endangered areas, investigation of potential failure mechanisms, determination of the slope sensitivity to different triggering mechanisms, designing of optimal slopes with regard to safety, reliability and economics, designing possible remedial measures, e.g. barriers and stabilization.Successful design of the slope requires geological information and site characteristics, e.g. properties of soil/rock mass, slope geometry, groundwater conditions, alternation of materials by faulting, joint or discontinuity systems, movements and tension in joints, earthquake activity etc. The presence of water has a detrimental effect on slope stability. Water pressure acting in the pore spaces, fractures or other discontinuities in the materials that make up the pit slope will reduce the strength of those materials.Choice of correct analysis technique depends on both site conditions and the potential mode of failure, with careful consideration being given to the varying strengths, weaknesses and limitations inherent in each methodology.Before the computer age stability analysis was performed graphically or by using a hand-held calculator. Today engineers have a lot of possibilities to use analysis software, ranges from simple limit equilibrium techniques through computational limit analysis approaches (e.g. Finite element limit analysis, Discontinuity layout optimization) to complex and sophisticated numerical solutions (finite-/distinct-element codes). The engineer must fully understand limitations of each technique. For example, limit equilibrium is most commonly used and simple solution method, but it can become inadequate if the slope fails by complex mechanisms (e.g. internal deformation and brittle fracture, progressive creep, liquefaction of weaker soil layers, etc.). In these cases more sophisticated numerical modelling techniques should be utilised. In addition, the use of the risk assessment concept is increasing today. Risk assessment is concerned with both the consequence of slope failure and the probability of failure (both require an understanding of the failure mechanism).Within the last decade (2003) Slope Stability Radar has been developed to remotely scan a rock slope to monitor the spatial deformation of the face. Small movements of a rough wall can be detected with sub-millimeter accuracy by using interferometry techniques.