標(biāo)題: Titlebook: Advances in Structural Engineering; Dynamics, Volume Two Vasant Matsagar Conference proceedings 2015 Springer India 2015 Bridge Engineering [打印本頁] 作者: 字里行間 時(shí)間: 2025-3-21 17:12
書目名稱Advances in Structural Engineering影響因子(影響力)
書目名稱Advances in Structural Engineering影響因子(影響力)學(xué)科排名
書目名稱Advances in Structural Engineering網(wǎng)絡(luò)公開度
書目名稱Advances in Structural Engineering網(wǎng)絡(luò)公開度學(xué)科排名
書目名稱Advances in Structural Engineering被引頻次
書目名稱Advances in Structural Engineering被引頻次學(xué)科排名
書目名稱Advances in Structural Engineering年度引用
書目名稱Advances in Structural Engineering年度引用學(xué)科排名
書目名稱Advances in Structural Engineering讀者反饋
書目名稱Advances in Structural Engineering讀者反饋學(xué)科排名
作者: FECT 時(shí)間: 2025-3-21 21:34 作者: Accede 時(shí)間: 2025-3-22 02:34
C. Th. Ehlers,N. Hollberg,A. Proppendo-Burmese subduction zone (very near to Imphal) is presented based on finite-fault seismological model combined with equivalent linear site response analyses. For all 10 sample earthquake events, mean and standard deviation of surface level spectral acceleration ground accelerationat peak ground a作者: 粘連 時(shí)間: 2025-3-22 05:17 作者: 弄皺 時(shí)間: 2025-3-22 12:28 作者: acquisition 時(shí)間: 2025-3-22 16:17 作者: nocturnal 時(shí)間: 2025-3-22 19:50
https://doi.org/10.1007/978-3-642-85965-6discussed. A review of studies on the seismic behaviour of buildings resting on sloping ground has been presented. It is observed that the seismic behaviour of buildings on sloping ground differ from other buildings. The various floors of such buildings step backs towards hill slope and at the same 作者: 嫌惡 時(shí)間: 2025-3-22 23:41
,Informationsflu? und Datenbank,ete failure. In this paper, passive and semi-active supplemental deviceshave been studied to mitigate seismic response and vibration control of piping system used in the process industries, fossil and fissile fuel power plant. A study is conducted on the performance of passive and semi-active supple作者: 生銹 時(shí)間: 2025-3-23 04:23 作者: ostracize 時(shí)間: 2025-3-23 07:11
Aufbau eines Informationssystems,ssipation capacity and the absence of compressive buckling behaviour of bracesin make the BRBFs a preferred alternative over the conventional concentrically braced frames. Most of the past studies focussed on the performance of BRBFs under the far-field earthquakes and concluded that BRBFs may suffe作者: Metastasis 時(shí)間: 2025-3-23 10:07 作者: 煩憂 時(shí)間: 2025-3-23 15:24
Aufbau eines Informationssystems,pen ground storeybuildings have performed poorly due to the soft storey defect. Indian Standard 1893 Part 1 (Indian standard criteria for earthquake resistant design of structures, 2002) allows analysis of open ground storey buildings without considering infill stiffnessbut with a multiplication fac作者: 憤怒事實(shí) 時(shí)間: 2025-3-23 20:38
,Betriebssysteme für das Krankenhaus,s are decades old and not designed and detailed to resist seismic loads. Beam–column joints are the most affected structural components during earthquakes due to the discontinuous load path in the vicinity. Since, shear strength of beam column joint plays the major role on the performance of RC stru作者: WAX 時(shí)間: 2025-3-24 00:57
,Informationsflu? und Datenbank,hquake loading is unsatisfactory due to its vulnerability to punching shear failure. Several codes provide the guidelines for deigning flat slab system under gravity load only. However flat slab buildings are also being constructed in high seismicity region which can cause collapse of the buildings 作者: arrogant 時(shí)間: 2025-3-24 02:38 作者: infantile 時(shí)間: 2025-3-24 09:22 作者: 改變立場(chǎng) 時(shí)間: 2025-3-24 12:25
Rechnen mit homomorphen Bildern, expected performance of a structure, concept of strong column weak beam design was introduced and became widely accepted. Effect of strength of joint panel zone (JPZ) on the overall behaviour of strong column weak beam interior beam-to-column strong axis connection is studied, to understand their c作者: 誘拐 時(shí)間: 2025-3-24 18:48
Summation in endlich vielen Termen,tain function of the structure after a moderate earthquake. Therefore, performance based seismic design and analysis is gaining popularity. The objective of performance-based analysis is to produce structures with predictable seismic performance. The prediction of ductility, capacity and demand is v作者: 柔聲地說 時(shí)間: 2025-3-24 20:22
https://doi.org/10.1007/b137968 also pointed out by a number of previous research efforts that such damage is more severe in R/C structures due to progressive strength and stiffness degradation of R/Cstructural elements. Community structures like auditoriums generally have load resisting elements distributed only near the boundar作者: 經(jīng)典 時(shí)間: 2025-3-25 02:22 作者: Inexorable 時(shí)間: 2025-3-25 07:03 作者: 緩解 時(shí)間: 2025-3-25 07:58 作者: CLEFT 時(shí)間: 2025-3-25 15:17 作者: Kindle 時(shí)間: 2025-3-25 18:15
Performance of Medium-Rise Buckling-Restrained Braced Frame Under Near Field Earthquakesions are considered in the nonlinear dynamic (time-hi storey) analysis. The main parameters investigated are inter storey drift response, residual drift response, sequence of hinge formations, and behaviour of beams and columns. The effect of brace configurations, i.e., Chevronand Split-X , are also作者: 災(zāi)禍 時(shí)間: 2025-3-25 23:03 作者: Licentious 時(shí)間: 2025-3-26 04:04
Seismic Response of Moment Resisting Frame with Open Ground Storey Designed as per Code Provisionsis and response spectrum analysis. Total seven models were analysed and designed with multiplication factor ranging from 1.0 to 2.5. From the results, it is observed that the value of MF equal to 2.5 has been found on the higher side, resulting in increased dimension and percentage of reinforcement 作者: botany 時(shí)間: 2025-3-26 08:22
Seismic Performance of Flat Slab Buildingsith and without considering the continuity of slab bottom reinforcement through column cages. Equivalent frame approach with transverse torsional members has been used to model these flat slab buildings. From the results of nonlinear analysis it is clear that most of the buildings are not ensuring C作者: Bureaucracy 時(shí)間: 2025-3-26 10:20
Experimental Investigations on Seismic Performance of Gravity Load Designed and Corrosion Affected Bituation due to corrosion in the RC structures. The findings of the present study will be helpful to formulate the adequate strengthening measures for improved seismic performance of the deficient- and degraded- structures to avoid catastrophic failures under seismic events.作者: 滴注 時(shí)間: 2025-3-26 16:26 作者: Vo2-Max 時(shí)間: 2025-3-26 19:05
Influence of Joint Panel Zone on Seismic Behaviour of Beam-to-Column Connections columns. This is due to inadequate shear strength of the JPZ. Also, excessive kinking in columns may lead to brittle failure of connections far before flexural capacity of beam is reached, thereby causing complete collapse of the structure.作者: FLAT 時(shí)間: 2025-3-26 23:19
Performance Based Seismic Design of Reinforced Concrete Symmetrical Building building frame except the ground storey to study the open ground storey effect. The comparison is done with respect to parameters as maximum base shear, drift ratios and top storey displacement for three different performance levels as immediate occupancy (IO), life safety (LS) and collapse prevent作者: 動(dòng)機(jī) 時(shí)間: 2025-3-27 04:29 作者: 教育學(xué) 時(shí)間: 2025-3-27 06:54 作者: Kidney-Failure 時(shí)間: 2025-3-27 09:35
Aufbau eines Informationssystems,surface level peak ground acceleration (PGA) was estimated by PSHA approach for a return period of 2,475?year that corresponds to a 2?% probability of exceedance during a design life of 50?years. Also, the uniform hazard response spectrum plots for some important test cities are presented. The predi作者: 范例 時(shí)間: 2025-3-27 13:41
,Informationsflu? und Datenbank,motions with increasing amplitudes. The analytical results obtained using Wen’s model are compared with the corresponding experimental results available which indicated a good match with the proposed analytical procedure for the X-plate dampers. The analytical results demonstrate that the passive an作者: 協(xié)議 時(shí)間: 2025-3-27 21:04 作者: pus840 時(shí)間: 2025-3-27 22:23
Aufbau eines Informationssystems,ions are considered in the nonlinear dynamic (time-hi storey) analysis. The main parameters investigated are inter storey drift response, residual drift response, sequence of hinge formations, and behaviour of beams and columns. The effect of brace configurations, i.e., Chevronand Split-X , are also作者: BIBLE 時(shí)間: 2025-3-28 02:42
,Informationsflu? und Datenbank, columns are different for different configurations. Four different, number of storeys (3, 6, 9 and 18) were chosen for this study. The design of the bracedframes were done as per the code based requirements with checks included for maintaining the compactness and slenderness ratio within limits. Tw作者: Gullible 時(shí)間: 2025-3-28 08:41 作者: 繁殖 時(shí)間: 2025-3-28 13:43 作者: compose 時(shí)間: 2025-3-28 17:20
https://doi.org/10.1007/978-3-662-26528-4ituation due to corrosion in the RC structures. The findings of the present study will be helpful to formulate the adequate strengthening measures for improved seismic performance of the deficient- and degraded- structures to avoid catastrophic failures under seismic events.作者: 不確定 時(shí)間: 2025-3-28 20:59
Aufbau eines Informationssystems,m analysis of different buildings are presented which indicate that EBF buildings demonstrated the ‘Life Safety’ performance level for the Design Basis Earthquake (DBE) but failed to achieve the desired ‘Collapse Prevention’ performance at the Maximum Considered Earthquake (MCE). Performance of buil作者: Uncultured 時(shí)間: 2025-3-28 23:41
Rechnen mit homomorphen Bildern, columns. This is due to inadequate shear strength of the JPZ. Also, excessive kinking in columns may lead to brittle failure of connections far before flexural capacity of beam is reached, thereby causing complete collapse of the structure.作者: Embolic-Stroke 時(shí)間: 2025-3-29 04:49
Summation in endlich vielen Termen, building frame except the ground storey to study the open ground storey effect. The comparison is done with respect to parameters as maximum base shear, drift ratios and top storey displacement for three different performance levels as immediate occupancy (IO), life safety (LS) and collapse prevent作者: Spangle 時(shí)間: 2025-3-29 09:34 作者: Decibel 時(shí)間: 2025-3-29 12:26 作者: Decongestant 時(shí)間: 2025-3-29 18:04 作者: 他姓手中拿著 時(shí)間: 2025-3-29 22:43
Simulation of Near Fault Ground Motion in Delhi Region Chi-Chi 1999). Near faultground motions are characterized by long period velocity pulseas reported in literature (Somerville, 2005). This pulse type of motion is produced due to forward directivity where fault rupture propagates towards the site at a velocity close to shear wave velocity, causing m作者: 啟發(fā) 時(shí)間: 2025-3-30 00:04 作者: 陰險(xiǎn) 時(shí)間: 2025-3-30 06:40
Seismic Performance of Buildings Resting on Sloping Grounddiscussed. A review of studies on the seismic behaviour of buildings resting on sloping ground has been presented. It is observed that the seismic behaviour of buildings on sloping ground differ from other buildings. The various floors of such buildings step backs towards hill slope and at the same 作者: Habituate 時(shí)間: 2025-3-30 08:33 作者: 釘牢 時(shí)間: 2025-3-30 12:54 作者: 引水渠 時(shí)間: 2025-3-30 17:03
Performance of Medium-Rise Buckling-Restrained Braced Frame Under Near Field Earthquakesssipation capacity and the absence of compressive buckling behaviour of bracesin make the BRBFs a preferred alternative over the conventional concentrically braced frames. Most of the past studies focussed on the performance of BRBFs under the far-field earthquakes and concluded that BRBFs may suffe作者: 試驗(yàn) 時(shí)間: 2025-3-31 00:28 作者: MAIZE 時(shí)間: 2025-3-31 04:15 作者: 瑪瑙 時(shí)間: 2025-3-31 05:04
Evaluation of Models for Joint Shear Strength of Beam–Column Subassemblages for Seismic Resistances are decades old and not designed and detailed to resist seismic loads. Beam–column joints are the most affected structural components during earthquakes due to the discontinuous load path in the vicinity. Since, shear strength of beam column joint plays the major role on the performance of RC stru作者: Prognosis 時(shí)間: 2025-3-31 09:58
Seismic Performance of Flat Slab Buildingshquake loading is unsatisfactory due to its vulnerability to punching shear failure. Several codes provide the guidelines for deigning flat slab system under gravity load only. However flat slab buildings are also being constructed in high seismicity region which can cause collapse of the buildings
