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SP-157: Recent Developments In Lateral Force Transfer In Buildings最新文献

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Deformation and Force Capacity Assessment Issues in Structural Wall Buildings 结构墙建筑的变形和受力能力评估问题
SP-157: Recent Developments In Lateral Force Transfer In Buildings Pub Date : 1995-10-01 DOI: 10.14359/988
F. Seible, G. Kingsley, A. G. Kürkchübasche
{"title":"Deformation and Force Capacity Assessment Issues in Structural Wall Buildings","authors":"F. Seible, G. Kingsley, A. G. Kürkchübasche","doi":"10.14359/988","DOIUrl":"https://doi.org/10.14359/988","url":null,"abstract":"The difficulties in assessing the probable deformation and force states of structural wall buildings under lateral earthquake forces are evaluated by means of laboratory test results from a five-story full-scale reinforced masonry structural wall research building tested to failure at the University of California, San Diego under simulated seismic loads.","PeriodicalId":305630,"journal":{"name":"SP-157: Recent Developments In Lateral Force Transfer In Buildings","volume":"46 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"1995-10-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"124285914","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 1
Non-Hooped Reinforced Concrete Columns and Beam-to-Column Connections Laterally Confined in Bellows Square Steel Tube 无箍箍钢筋混凝土柱和横向约束于波纹管方钢管内的梁柱连接
SP-157: Recent Developments In Lateral Force Transfer In Buildings Pub Date : 1995-10-01 DOI: 10.14359/985
M. Tomll
{"title":"Non-Hooped Reinforced Concrete Columns and Beam-to-Column Connections Laterally Confined in Bellows Square Steel Tube","authors":"M. Tomll","doi":"10.14359/985","DOIUrl":"https://doi.org/10.14359/985","url":null,"abstract":"","PeriodicalId":305630,"journal":{"name":"SP-157: Recent Developments In Lateral Force Transfer In Buildings","volume":"146 ","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"1995-10-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"133877297","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 1
The Use of Rational Design Methods for Shear 剪力墙合理设计方法的应用
SP-157: Recent Developments In Lateral Force Transfer In Buildings Pub Date : 1995-10-01 DOI: 10.14359/1009
M. Collins
{"title":"The Use of Rational Design Methods for Shear","authors":"M. Collins","doi":"10.14359/1009","DOIUrl":"https://doi.org/10.14359/1009","url":null,"abstract":"The essential features of the \"modified compression field theory\" are described. A group of behavioral models, based on these assumptions is presented. The use of these models is illustrated and reference is made to experimental data and to existing design codes. A simple, unified design method for shear, that is able to approach both routine and \"unusual design problems,\" is presented. The method is applicable to both prestressed and non-prestressed concrete members; it treats members subjected to either axial tension or axial compression, and it treats both members with web reinforcement and members without web reinforcement.","PeriodicalId":305630,"journal":{"name":"SP-157: Recent Developments In Lateral Force Transfer In Buildings","volume":"37 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"1995-10-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"124945950","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 1
The Philippines Earthquake of July 1990--Lessons for us all from the Destruction and Reconstruction 1990年7月菲律宾地震——从破坏和重建中给我们的教训
SP-157: Recent Developments In Lateral Force Transfer In Buildings Pub Date : 1995-10-01 DOI: 10.14359/1043
D. Hopkins
{"title":"The Philippines Earthquake of July 1990--Lessons for us all from the Destruction and Reconstruction","authors":"D. Hopkins","doi":"10.14359/1043","DOIUrl":"https://doi.org/10.14359/1043","url":null,"abstract":"This paper results from the author's involvement in a visit immediately after the July 1990 earthquake in the Philippines, and his role, in 1991 and 1992, advising the Philippine Government on reconstruction of damaged public buildings and infrastructure. Valuable insights into real issues were gained through contact with local consultants, government engineers and government agencies such as the Departments of Health and Education.","PeriodicalId":305630,"journal":{"name":"SP-157: Recent Developments In Lateral Force Transfer In Buildings","volume":"96 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"1995-10-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"116989809","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 4
Myths and Fallacies in Earthquake Engineering--Conflicts Between Design and Reality 地震工程中的神话与谬误——设计与现实的冲突
SP-157: Recent Developments In Lateral Force Transfer In Buildings Pub Date : 1995-10-01 DOI: 10.14359/983
M. Priestley
{"title":"Myths and Fallacies in Earthquake Engineering--Conflicts Between Design and Reality","authors":"M. Priestley","doi":"10.14359/983","DOIUrl":"https://doi.org/10.14359/983","url":null,"abstract":"Current practice in seismic analysis and design is examined, with particular reference to reinforced concrete structures. The attitude of the paper is deliberately iconoclastic, tilting at targets it is hoped will not be seen as windmills. It is suggested that the current emphasis on strength-based design and ductility leads us in directions that are not always rational. A pure displacement-based design approach is advanced as a viable alternative. Improvements resulting from increased sophistication of analyses are seen to be largely illusory. Energy absorption is shown to be a mixed blessing. Finally, accepted practices for flexural design, shear design, development of reinforcement, and the philosophic basis of capacity design are questioned.","PeriodicalId":305630,"journal":{"name":"SP-157: Recent Developments In Lateral Force Transfer In Buildings","volume":"45 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"1995-10-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"124499674","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 294
Controversial Issues in the Seismic Design of Connections in Reinforced Concrete Frames 钢筋混凝土框架连接抗震设计中的争议问题
SP-157: Recent Developments In Lateral Force Transfer In Buildings Pub Date : 1995-10-01 DOI: 10.14359/1002
D. Mitchell
{"title":"Controversial Issues in the Seismic Design of Connections in Reinforced Concrete Frames","authors":"D. Mitchell","doi":"10.14359/1002","DOIUrl":"https://doi.org/10.14359/1002","url":null,"abstract":"This paper discusses aspects of the design of connections in reinforced concrete frame structures which often get overlooked. Detailed analysis of beam-column joint regions using the modified compression field theory demonstrates behavioral features that have important design implications. The use of non-linear finite element modelling of joint regions to design efficient, yet practical, retrofit measures is discussed. An alternate form of construction using ductile steel link beams to connect reinforced concrete walls is presented. The important design features for the connection of these beams to the walls are highlighted.","PeriodicalId":305630,"journal":{"name":"SP-157: Recent Developments In Lateral Force Transfer In Buildings","volume":"20 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"1995-10-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"122212056","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 4
Seismic Design of Frame Buildings: a European Perspective 框架建筑的抗震设计:欧洲视角
SP-157: Recent Developments In Lateral Force Transfer In Buildings Pub Date : 1995-10-01 DOI: 10.14359/1005
P. Pinto, G. Calvi
{"title":"Seismic Design of Frame Buildings: a European Perspective","authors":"P. Pinto, G. Calvi","doi":"10.14359/1005","DOIUrl":"https://doi.org/10.14359/1005","url":null,"abstract":"This paper consists essentially of a review of the aspects considered to be major limitations, from a conceptual point of view if not always from a practical one, in the view of a codified approach to design and, more generally, in our ability of describing the seismic response of structures. The state of progress and the current research efforts on three interrelated subjects are first discussed: capacity design criteria and procedures, definition of the state of collapse and damage of a structure and viable techniques for a probabilistic calibration of safety factors. In the second part of the paper the specific problem of shear-bending interaction is considered, whose behavior is qualitatively known, but is neither quantitatively well defined nor commonly implemented in computer programs, and a simple proposal for an analytical model is presented.","PeriodicalId":305630,"journal":{"name":"SP-157: Recent Developments In Lateral Force Transfer In Buildings","volume":"14 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"1995-10-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"132282623","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
Seismic Retrofit of Beam-to-Column Joints with Grouted Steel Tubes 灌浆钢管梁柱节点的抗震加固
SP-157: Recent Developments In Lateral Force Transfer In Buildings Pub Date : 1995-10-01 DOI: 10.14359/986
T. E. Hoffschild, H. Prion, S. Cherry
{"title":"Seismic Retrofit of Beam-to-Column Joints with Grouted Steel Tubes","authors":"T. E. Hoffschild, H. Prion, S. Cherry","doi":"10.14359/986","DOIUrl":"https://doi.org/10.14359/986","url":null,"abstract":"This paper presents the findings of an experimental study to evaluate a method of retrofit which addresses a particular weakness that is often found in reinforced concrete structures, especially older structures, namely the lack of sufficient reinforcement in and around beam-to-column joints. Many of these structures lack the required confining reinforcement within the joints and in adjoining beams and columns. The result is a reinforced concrete frame that is weak in the joint areas and lacks sufficient ductility during a seismic event. The proposed retrofit method consists of encasing the reinforced concrete joint with a grouted steel jacket that provides confinement to the joint area, and imparts ductility to the frame. In this study, two styles of retrofit jacket were tested: a circular steel tube and a rectangular casing. The two jacket styles are evaluated for strength, stiffness and ductility, and their relative merits are discussed.","PeriodicalId":305630,"journal":{"name":"SP-157: Recent Developments In Lateral Force Transfer In Buildings","volume":"19 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"1995-10-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"122001711","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 13
Potential Problems in Design for Maximum Flexibility 最大灵活性设计中的潜在问题
SP-157: Recent Developments In Lateral Force Transfer In Buildings Pub Date : 1995-10-01 DOI: 10.14359/1004
A. Carr, M. Tabuchi
{"title":"Potential Problems in Design for Maximum Flexibility","authors":"A. Carr, M. Tabuchi","doi":"10.14359/1004","DOIUrl":"https://doi.org/10.14359/1004","url":null,"abstract":"The New Zealand Standard for design loadings for buildings (NZS4203) was revised in 1992 superseding the earlier standard NZS4203 (1984). Some of the most significant changes in the new code are a considerable increase in the allowable interstory drifts and a marked reduction in the seismic lateral forces for structures with longer natural periods. Designers may now be encouraged to design buildings to the maximum allowable drifts as the resulting buildings will attract smaller lateral loads. Reinforced concrete buildings designed with the new loadings code may be constrained by the minimum reinforcement requirements rather than strength requirement of the loadings code and, as a result, they may have a different distribution of strength capacity from that assumed in the code design. As a result, buildings designed using the capacity design principles may not have the strength distribution that the designer intended.","PeriodicalId":305630,"journal":{"name":"SP-157: Recent Developments In Lateral Force Transfer In Buildings","volume":"350 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"1995-10-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"124356755","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
Japanese PRESSS Design Guidelines for Reinforced Concrete Buildings 日本出版社钢筋混凝土建筑设计指南
SP-157: Recent Developments In Lateral Force Transfer In Buildings Pub Date : 1995-10-01 DOI: 10.14359/1007
S. Otani
{"title":"Japanese PRESSS Design Guidelines for Reinforced Concrete Buildings","authors":"S. Otani","doi":"10.14359/1007","DOIUrl":"https://doi.org/10.14359/1007","url":null,"abstract":"Synopsis: The paper briefly introduces an ultimate strength design method for reinforced concrete buildings on the basis of the capacity design concept. A design guideline was developed in Japan as a part of the U.S.-Japan PRESSS (Precast Seismic Structural System) project. The design for earthquake loading is specified for the serviceability limit state and ultimate limit state. This paper introduces the concept of earthquake resistant design for the ultimate limit state using a nonlinear static analysis under monotonically increasing force.","PeriodicalId":305630,"journal":{"name":"SP-157: Recent Developments In Lateral Force Transfer In Buildings","volume":"1 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"1995-10-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"115112094","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 2
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