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| 1 | Ductility demands on buckling-restrained braced frames under earthquake loading显示文摘Accurate estimates of ductility demands on buckling-restrained braced frames (BRBFs) are crucial to performance-based design of BRBFs. An analytical study on the seismic behavior of BRBFs has been conducted at the ATLSS Center, Lehigh University to prepare for an upcoming experimental program. The analysis program DRAIN-2DX was used to model a one-bay, four-story prototype BRBF including material and geometric nonlinearities. The bucklingrestrained brace (BRB) model incorporates both isotropic and kinematic hardening. Nonlinear static pushover and timehistory analyses were performed on the prototype BRBF. Performance objectives for the BRBs were defined and uscd to evaluate thc time-history analysis results. Particular emphasis was placed on global ductility demands and ductility demands oa the BRBs. These demands were compared with anticipated ductility capacities. The analysis results, along with results from similar previous studics, are used to evaluate the BRBF design provisions that have been recommended for codification in the United States. Thc results show that BRB maximum ductility demands can be as high as 20 to 25. These demands significantly exceed those anticipated by the BRBF recommended provisions. Results from the static pushover and timehistory analyses are used to demonstrate why the ductility demands exceed those anticipated by the recommended provisions.The BRB qualification testing protocol contained in the BRBF recommended provisions is shown to be inadequate because it requires only a maximum ductility demand of at most 7.5. Modifications to the testing protocol are recommended. | Larry A.Fahnestock Richard Sause James M.Ricles Le-Wu Lu | 2003 | Earthquake Engineering and Engineering Vibration2003，2，2： | 11 |
| 2 | Posttensioned Seismic-Resistant Connections for Steel Frames显示文摘 | James M. Ricles Richard Sause Maria M. Garlock Chen Zhao | 2001 | Journal of Structural Engineering2001，，2： | 3 |
| 3 | Seismic performance of steel MRF building with nonlinear viscous dampers显示文摘这份报纸论述 0.6 规模的地震反应的试验性的研究由与减少的横梁节(RBS ) 抵抗框架(MRF ) 的一片刻组成的三故事的 seismicresistant 大楼结构,和一个框架与非线性粘滞 dampers 和联系 bracing (叫了 DBF ) 。强调在为设计基础地震(DBE ) 和最大的考虑地震(MCE ) 估计地震表演上。三个 MRF 图案被学习,与为 100% 设计的 MRF,分别地, 75% ,和 60% 要求的底砍根据 ASCE 7-10 决定的设计力量。DBF 与非线性粘滞 dampers 被设计控制侧面的飘移要求。用 DBE 和 MCE 地面运动的整体的地震模拟用即时混合模拟方法被进行。结果显示出在地震装载下面发生在 MRF 的飘移需求和损坏。总的来说,结果证明地震性能的高水平能在 DBE 和 MCE 地面运动下面被完成,甚至为设计为的造的结构象 60% 底一样小砍没有 dampers,设计力量为结构由 ASCE 7-10 要求了。 | Baiping DONG James M. RICLES Richard SAUSE | 2016 | Frontiers of Structural and Civil Engineering2016，10，3： | 2 |
| 4 | Monment Rotation Behavior of Unbonded Post-Tensioned Precast Concrete Beam-Column Connections显示文摘 | EI-Sheikh M Pessiki S Sause R | 2000 | ACI Structural Journal2000，91，1： | 1 |
| 5 | Analysis of flange transverse bending of corrugated web I-girders under in-plane loads显示文摘 | Abbas H H Sause R Driver R G | 2007 | Journal of Structural Engineering2007，133，3： | 1 |
| 6 | Lateral load behavior and seismic design of unbonded post-tensioned precast concrete walls 显示文摘 | Kurama C Sause R Pessiki S | 1999 | ACI Structural Journal1999，96，4： | 1 |
| 7 | Seismic behavior and modeling of high-strength composite concrete-filled steel tube (CFT) beam-columns 显示文摘 | Varma A H Ricles J M Sause R Lu L W | 2002 | Journal of Constructional Steel Research2002，58，5678： | 1 |
| 8 | Shear Behavior of Corrugated Web Bridge Girders 显示文摘 | DRIVER R G ABBAS H H SAUSE R | 2006 | Journal of Structural Engineering ASCE2006，132，2： | 1 |
| 9 | Behavior of corrugated web I-girder under in plane loads 显示文摘 | Abbas H H Sause R Driver R G | 2006 | Journal of Engineering Mechanics2006，132，8： | 1 |
| 10 | Randomized comparison of fluorouracil plus cisplatin versus hydroxyurea as an adjunct to radiation therapy in stage Ⅱ b-Ⅳ a carcinoma of the cervix with negative para-aortic lymph node:a Gynecologic Oncology Group and Southwest Oncology Group study显示文摘 | Whitney CW Sause W Bundy BN | 1999 | J Clin Oncol1999，17，5： | 1 |
| 11 | Seismic performance of posttensioned steel moment resisting frames with friction devices显示文摘 | Rojas P Ricles J Sause R | 2005 | Journal of Structural Engineering ASCE2005，131，4： | 1 |
| 12 | Fatigue life of Orders with trapezoidal corrugated webs 显示文摘 | Sause R Abbas H H Driver R G | 2006 | Journal of Structural Engineering2006，132，7： | 1 |
| 13 | Response, toxicity, fail-ure patterns, and survival in five Radiation Therapy OncologyGroup ( RTOG) trials of sequential and/or concurrent chemothera-py and radiotherapy for locally advanced non - small - cell carcino-ma of the lung 显示文摘 | Byhardt RW ScottC Sause WT | 1998 | Int J Radiat Oncol Biol Phys1998，42，3： | 1 |
| 14 | Behavior of corrugated web I-girders under in-plane loading 显示文摘 | ABBAS H H SAUSE R DRIVER R G | 2006 | J Struct Eng2006，132，8： | 1 |
| 15 | Analysis of flange transverse bending of corrugated web I2Girders under in-plane loads显示文摘 | Abbas H H Sause R Driver R G | 2007 | Journal of Structural Engineering2007，133，3： | 1 |
| 16 | Seismic behavior and modeling of high-strength composite concrete-filled steel tube ( CFT) beam-columns 显示文摘 | Varma A H Ricles J M Sause R | 2002 | Journal of Constructional Steel Research2002，58，58： | 1 |
| 17 | Final results of phase Ⅲ trial in regionally advanced unresectable non-small cell lung cancer: Radiation Therapy Oncology Group, Eastern Cooperative Oncology Group, Southwest Oncology Group 显示文摘 | Sause W Kolesar P Taylor S | 2000 | Chest2000，117，： | 1 |
| 18 | Shear behavior of corrugated web bridge girders 显示文摘 | Driver R G Abbas H H Sause R | 2006 | Journal of Structural Engineering ASCE2006，132，2： | 1 |
| 19 | Pattern recognition approach to identify natural clusters of acousticemission signals 显示文摘 | Sause MGR Gribov A Unwin A R | 2012 | Pattern Recognition Letters2012，33，1： | 1 |
| 20 | Response toxicity failure paterns,and survival in five Radiation Therapy Oncology Group (RTOG)trials of seguential and/or concurrent chemotherapy and radiotherapy for locally advanced non-small-cell carcinoma of the lung显示文摘 | Byhardt RW Scott C Sause WT | 1998 | Int J Radiat Oncol Biol Phys1998，42，： | 1 |
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