
- 1999 9 21 1 47 1935 4 21 M7.1
- 1Introduction Buildings consist of both structural and non-structural
- Experimental study on effect of moment capacity ration of column and longitudinal bar distance on seismic performance of interior R/C beam-column Joints
- *1 Safaa Zaid*2 *3 D6 0.32 390 580 185
- Tests of R/C Beam-Column Joints with Irregular Details on Anchorage of Beam Longitudinal Bars (Part 2: Test Results and Discussions)
- 1. INTRODUCTION Beam-column joints are a critical region in rein-
- Identification of soil-structure interaction with Advanced ILS-UI method JUNG Miyoung, SHIOHARA Hitoshi Identification of soil-structure interaction with Advanced ILS-UI method
- Proceedings of the 8 U.S. National Conference on Earthquake Engineering
- J1C1A13)~6) J1 BJ C1 B A1 J
- PCaPC PCa *1 () ()
- First European Conference on Earthquake Engineering and Seismology (a joint event of the 13th
- The 1st Japan-Korea Joint Seminar on Earthquake Engineering for Building Structures Oct. 30 -31, 1999, Faculty Club House, Seoul National University, Seoul, Korea
- A Study on Composite Slabs under Irregular Boundary Conditions Part 2: Analysis of Long-term Deflection by Simplified Frame
- A Study on Long Term Deflection of Reinforced Concrete Slab that Diversified Part.1 Purpose of Study and Investigation of a Study of the Past
- COMPREHENSIVE SERIES OF TESTS ON SEISMIC PERFORMANCE OF REINFORCED CONCRETE BEAM-COLUMN JOINTS
- An Analytical Study of Knee Joint in R/C Frame Structures Considering the Effect of Anchorage Length by SHIN Yong woo, Hitoshi SHIOHARA
- A Study on Long Term Deflection of Reinforced Concrete Slab that Diversified Part.2 Magnification of Long-term Deflection on Half Pre-cast Concrete Slab
- EFFECT OF DISTRIBUTED MASS ON EARTHQUAKE RESPONSE OF
- 24 1 6 Chengxu YANG *1 Department of Architecture, Graduate School of Engineering, University of Tokyo, PhD Candidate,MemberofJCI
- This paper was published in Journal (B), The Faculty of Engineering, University of Tokyo, Vol. XXXVII, No. 2, 1983, pp. 432 -478.
- EFFECT OF THE MODEL CORRELATING STRUCTURAL DAMAGE TO REPAIRING COST ON LIFE CYCLE ECONOMIC LOSS ESTIMATION OF BUILDING STRUCTURES IN HIGH SEISMIC ZONE
- AN OVERLOOKED FAILURE MECHANISM OF REINFORCED CONCRETE BEAM-COLUMN JOINTS
- Proceedings of the 8 U.S. National Conference on Earthquake Engineering
- Proceedings of the 8 U.S. National Conference on Earthquake Engineering
- TEST OF AN INNOVATIVE REINFORCING DETAIL FOR HIGH PERFORMANCE R/C INTERIOR BEAM-COLUMN
- TEST OF A JOINT REINFORCING DETAIL IMPROVING JOINT CAPACITY OF
- Journal of the School of Engineering, The University of Tokyo, Vol. XLV (1998) A NEW MODEL FOR JOINT SHEAR FAILURE OF
- 152 / JOURNAL OF STRUCTURAL ENGINEERING / FEBRUARY 2001 NEW MODEL FOR SHEAR FAILURE OF RC INTERIOR
- 00 yz &&&& + G.L.-15m 1
- THE JAPAN PRESSS PRECAST CONCRETE
- 1Introduction In the previous study, an analytical model was introduced
- 50 2% 2475 50 2% 2475
- i T 100P(i) 1995(NS) El Centro 1940 (NS)
- Study on compressive strength of spandrel wall adjacent to RC columns Part 1: Behavior of crushing spandrel wall
- Study of Exterior Column-Pile-Foundation Beam Joint (Part-2 Calculation of the Formulae)
- ANAYSIS ON ULTIMATE SHEAR STRENGTH OF REINFORCED CONCRETE KNEE JOINTS Yong Woo SHIN and Hitoshi SHIOHARA
- shiohara@arch.t.u-tokyko.ac.jp 0.40.30.20.1
- Analysis of Long-term Deflection of Reinforced Concrete Slabs in Previous Tests by Simplified Frame Model
- A Study on Composite Slabs under irregular Boundary Conditions Part 3: Analysis of Long-term Deflection by Fiber Model with
- Proceedings of the 8 U.S. National Conference on Earthquake Engineering
- Q N ( = Q ) T1 T2 T3 T4 L
- EFFECTS OF INTERACTION BETWEEN JOINT SHEAR AND BOND STRENGTH ON THE ELAST-PLASTIC BEHAVIOR
- New model for Shear Failure of R/C Beam-Column Joints Hitoshi Shiohara
- p = C r (2) (2) (3) (4)
- EFFECTS OF INTERACTION BETWEEN JOINT SHEAR AND ANCHORAGE FORCE WITHIN R/C BEAM-COLUMN JOINTS ON THEIR STRENGTHS AND FAILURE
- 398 / JOURNAL OF STRUCTURAL ENGINEERING / APRIL 2001 TENDON MODEL FOR NONLINEAR ANALYSIS OF PRESTRESSED
- STRAIN RATE EFFECT ON PERFORMANCE OF REINFORCED CONCRETE MEMBERS
- EFFECTS OF BEAM PRESTRESSING FORCE ON THE STRENGTH AND FAILURE MODE OF R/C EXTERIOR BEAM-COLUMN JOINTS
- Experimental study on effect of moment capacity ration of column and longitudinal bar distance on seismic performance of interior R/C beam-column Joints
- New Seismic Retrofit Scheme for Reinforced Concrete Beam-Column Joints using CFRP Composites
- EFFECTS OF INTERACTION BETWEEN JOINT SHEAR AND ANCHORAGE FORCE WITHIN R/C BEAM-COLUMN JOINTS ON THEIR STRENGTHS AND FAILURE