標題: Titlebook: Concrete Structures in Earthquake; Thomas T. C. Hsu Conference proceedings 2019 Springer Nature Singapore Pte Ltd. 2019 Concrete Structure [打印本頁] 作者: Spring 時間: 2025-3-21 20:05
書目名稱Concrete Structures in Earthquake影響因子(影響力)
書目名稱Concrete Structures in Earthquake影響因子(影響力)學科排名
書目名稱Concrete Structures in Earthquake網絡公開度
書目名稱Concrete Structures in Earthquake網絡公開度學科排名
書目名稱Concrete Structures in Earthquake被引頻次
書目名稱Concrete Structures in Earthquake被引頻次學科排名
書目名稱Concrete Structures in Earthquake年度引用
書目名稱Concrete Structures in Earthquake年度引用學科排名
書目名稱Concrete Structures in Earthquake讀者反饋
書目名稱Concrete Structures in Earthquake讀者反饋學科排名
作者: 殺人 時間: 2025-3-21 23:36
Aggregation Structure of Trading Networksr seismic and wind analyses and to ensure the safety of these buildings and to provide comfort to occupants and savings to building owners. Buildings have been designed and built worldwide using NRHA successively. And local jurisdictions (building departments) in the United States and China and othe作者: labyrinth 時間: 2025-3-22 00:54 作者: PON 時間: 2025-3-22 06:43
The State of Knowledge and Practice in Concrete Structure Design for Earthquake,r seismic and wind analyses and to ensure the safety of these buildings and to provide comfort to occupants and savings to building owners. Buildings have been designed and built worldwide using NRHA successively. And local jurisdictions (building departments) in the United States and China and othe作者: Flatus 時間: 2025-3-22 12:05 作者: 花束 時間: 2025-3-22 14:41
Trading Network Phase Structures such as beams, columns, and walls for strength-based design buildings. A series of experimental works show that secondary RC walls could have improved seismic performance for damage reduction by changing configuration and rebar arrangement.作者: 花束 時間: 2025-3-22 17:43
https://doi.org/10.1057/9781137399533mising construction materials of high strength and durability with high flow at placing. The jacketing methods using UHPC with/without textile reinforcement to increase sectional area for existing concrete walls and columns are demonstrated seismic strengthening efficiency in strength and ductility by the experimental programs in the paper.作者: Cumulus 時間: 2025-3-23 00:34
https://doi.org/10.1007/978-3-030-71718-6 as shear failure or bond failure in the joints. Although beam–column joints are designed to exhibit elastic behavior in most design codes, they may show inelastic behavior due to the strain penetration in the plastic hinge region of the beam adjacent to the joint.作者: GNAW 時間: 2025-3-23 02:30
Thomas T. C. HsuPresents cutting-edge research findings from experts in the field of concrete structures.Helps engineers to design concrete structures that are safer and more economical.Will inform the development of作者: 詞匯表 時間: 2025-3-23 06:01 作者: Adj異類的 時間: 2025-3-23 13:43 作者: 鞭子 時間: 2025-3-23 17:04 作者: licence 時間: 2025-3-23 20:50
Research on Resilient Reinforced Concrete Building Structural System,s such as beams, columns, and walls for strength-based design buildings. A series of experimental works show that secondary RC walls could have improved seismic performance for damage reduction by changing configuration and rebar arrangement.作者: 激怒 時間: 2025-3-23 22:52
The Seismic Strengthening of Concrete Structures by Ultrahigh-Performance Concrete,mising construction materials of high strength and durability with high flow at placing. The jacketing methods using UHPC with/without textile reinforcement to increase sectional area for existing concrete walls and columns are demonstrated seismic strengthening efficiency in strength and ductility by the experimental programs in the paper.作者: 傲慢物 時間: 2025-3-24 03:58 作者: 四溢 時間: 2025-3-24 08:16 作者: vasospasm 時間: 2025-3-24 14:08
Politics and History in Central Asianforced concrete members are usually dominated by shear behavior due to inadequate reinforcement and low concrete strength. Based on the proposed strut-and-tie models for D-regions, there are two different types of concrete strut: the bottle shape and fan shape. The objective of this study is to pro作者: GENRE 時間: 2025-3-24 17:35
https://doi.org/10.1007/978-3-031-01554-0evealed that considering the seismic design and progressive collapse design individually for a structure may lead to an undesirable structural performance and unnecessary waste of materials. In this study, two novel concrete frames are proposed to satisfy the demands of both seismic and progressive 作者: cleaver 時間: 2025-3-24 21:51
https://doi.org/10.1007/978-3-031-01554-0l approach to the modeling of reinforced concrete structures. A multilayer shell approach is applied to the modeling of a 1/13 reinforced concrete vessel subjected to cyclic loading. An assessment of the predictive capacity of the proposed model is analyzed through numerical versus experimental data作者: 運動性 時間: 2025-3-25 03:07 作者: bleach 時間: 2025-3-25 04:27 作者: 無聊點好 時間: 2025-3-25 10:23
Aggregation Structure of Trading Networks winds or earthquakes, and (3) that will result in the least construction cost and the most savings to building owners. The state of knowledge is that research has developed nonlinear response history analysis (NRHA) method for predicting the behavior (response) of reinforced concrete structures sub作者: 散步 時間: 2025-3-25 11:48 作者: anaphylaxis 時間: 2025-3-25 19:46
https://doi.org/10.1007/978-94-017-3575-9uctural behavior of cylindrical concrete containment structure was investigated using two 1/13-scaled nuclear containment specimens subjected to reversed cyclic loadings. The presentation will first describe the experimental program, including the dimensions, the reinforcement detailing, the test se作者: 影響帶來 時間: 2025-3-25 22:50 作者: 大包裹 時間: 2025-3-26 03:26
https://doi.org/10.1007/978-88-470-2706-0that shaking duration and number of cycles contribute to the damage. Currently, building codes do not include explicit design provisions for shaking duration. This paper investigates how shaking duration affects the response of tall, shearwall buildings in British Columbia, which is located in the C作者: 使糾纏 時間: 2025-3-26 06:21
https://doi.org/10.1007/978-88-470-2706-0 state has been observed in RC buildings that responded to recent earthquakes. This research uses a database of reinforcing bars subjected to reversed cyclic axial loading, as well as a database of RC columns and walls tested by several authors under cyclic reversal lateral loading. In this database作者: 品嘗你的人 時間: 2025-3-26 09:34
https://doi.org/10.1007/978-88-470-2706-0, are experimentally and numerically studied. First, the experimental results of a series of tests of rc walls with setbacks and central openings at the first floor are presented. Second, a robust quadrilateral element with 3 degrees of freedom (dof), 2 displacement and 1 in-plane rotation per node,作者: 大雨 時間: 2025-3-26 15:25
Trading Tactics in Technical Analysis,) was reported for the first time in real structures. However, this failure mode had been studied since 1980s through experimental observations that constituted the basis of phenomenological models created to prevent and assess buckling instability of RCSW. Based on these models, a less conservative作者: Femine 時間: 2025-3-26 20:25 作者: 和音 時間: 2025-3-26 21:18 作者: 承認 時間: 2025-3-27 02:20 作者: VOC 時間: 2025-3-27 07:03 作者: Abrupt 時間: 2025-3-27 12:41 作者: Maximize 時間: 2025-3-27 16:44 作者: separate 時間: 2025-3-27 19:26 作者: mechanical 時間: 2025-3-28 01:56 作者: 紡織品 時間: 2025-3-28 05:46 作者: 內閣 時間: 2025-3-28 09:48
Effect of High-Strength Reinforcement for Shear Strength and Shear-Friction Strength of RC Walls Sungth demand and to enhance the constructability and economy. Recently, the use of Grade 550?MPa shear rebars for shear and shear-friction design provisions of RC walls is being reviewed in ACI 349 committee. In the present study, RC walls with Grade 420?MPa, Grade 550?MPa, and higher were tested und作者: 厭煩 時間: 2025-3-28 12:26
Research on Resilient Reinforced Concrete Building Structural System,s such as beams, columns, and walls for strength-based design buildings. A series of experimental works show that secondary RC walls could have improved seismic performance for damage reduction by changing configuration and rebar arrangement.作者: synovial-joint 時間: 2025-3-28 17:26 作者: 受辱 時間: 2025-3-28 19:12 作者: 思想 時間: 2025-3-28 23:41 作者: 畏縮 時間: 2025-3-29 07:02
Understanding the Seismic Behaviour of FRP Retrofitted RC Shear Walls: Past and Present,xternally bonded fiber-reinforced polymer sheets (FRP) conducted at Carleton University. The experimental investigations include cyclic lateral load tests on FRP retrofitted RC shear walls in repair and strengthening applications, including those with varying aspect ratios ranging from slender flexu作者: 討好女人 時間: 2025-3-29 09:58
Seismic Response and Collapse Risk of Shearwall Buildings Subjected to Long Duration Ground Motion,that shaking duration and number of cycles contribute to the damage. Currently, building codes do not include explicit design provisions for shaking duration. This paper investigates how shaking duration affects the response of tall, shearwall buildings in British Columbia, which is located in the C作者: 致敬 時間: 2025-3-29 12:16
Drift Capacity at Onset of Bar Buckling in RC Members Subjected to Earthquakes, state has been observed in RC buildings that responded to recent earthquakes. This research uses a database of reinforcing bars subjected to reversed cyclic axial loading, as well as a database of RC columns and walls tested by several authors under cyclic reversal lateral loading. In this database作者: archaeology 時間: 2025-3-29 17:54 作者: entice 時間: 2025-3-29 23:37 作者: Ophthalmologist 時間: 2025-3-30 01:35 作者: Commodious 時間: 2025-3-30 07:11 作者: 離開 時間: 2025-3-30 10:57 作者: AGONY 時間: 2025-3-30 15:48
,Effect of Strain Penetration on RC Beam–Column Joints Subjected to Seismic Loading, as shear failure or bond failure in the joints. Although beam–column joints are designed to exhibit elastic behavior in most design codes, they may show inelastic behavior due to the strain penetration in the plastic hinge region of the beam adjacent to the joint.作者: 確認 時間: 2025-3-30 20:22
Capacity-Based Inelastic Displacement Spectra for Seismic Evaluation and Design of Reinforced Concrroposed to aid seismic evaluation and design of reinforced concrete bridges. Nonlinear time history analyses of SDOF systems are conducted using a versatile smooth hysteretic model that accounts for the influences of various column design parameters when subjected to far-field and near-fault ground 作者: 全能 時間: 2025-3-31 00:24 作者: AGONY 時間: 2025-3-31 02:15 作者: Servile 時間: 2025-3-31 07:52 作者: Occlusion 時間: 2025-3-31 11:39
Drift Capacity at Onset of Bar Buckling in RC Members Subjected to Earthquakes,, the observed failure mode was related to bar buckling. A procedure is proposed for predicting drift capacity of RC elements considering buckling of longitudinal reinforcement. Results using this procedure are compared with experimental results.作者: Cpap155 時間: 2025-3-31 14:28 作者: 相一致 時間: 2025-3-31 19:00 作者: Conduit 時間: 2025-3-31 23:03
https://doi.org/10.1007/978-94-017-3575-9splacement curves, and the failure modes. Third, the test results were compared to the analytical results predicted at the University of Houston using a 3D finite element program with the CSMM-based shell elements. The predicted results agree very well with the experimental data.作者: 出生 時間: 2025-4-1 04:50
https://doi.org/10.1007/978-88-470-2706-0se study of a reinforced concrete frame is presented to illustrate that long duration shaking can also affect significantly their seismic response. The results are useful for the elaboration of design provisions to account for shaking duration.作者: 入伍儀式 時間: 2025-4-1 07:19 作者: 愉快么 時間: 2025-4-1 12:02
Reversed Cyclic Tests of 1/13 Scale Cylindrical Concrete Containment Structures,splacement curves, and the failure modes. Third, the test results were compared to the analytical results predicted at the University of Houston using a 3D finite element program with the CSMM-based shell elements. The predicted results agree very well with the experimental data.
